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036-94 Winchester Regional Airport - Backfile (2)
N/F CUSTER, TRUSTEE D B 75J PG J67 \ ©a� L35 s row£ ;I `N° I (11A) I �I L3 I 112• N/'F CARPERS VALLEY GOLF CLUB L.P 18AR� L 36 D. B. 762 PG. 808 F1wv I I 1 I / � I � 1 , I STA = J+24.79 L 99 16' L T RUNWA Y - - 14/J23L37 . WE�Zo4- N; 'F WINCHESTER OFFICE L-1 C) 1 1 CEN TER L /Ml TED PAR TNERSHIP F C S A D. B 691 PG 29J Wov o #lt T , GB D. . 677 PG 487 I GI CE' L 312 �� o I IT - -- -- _7 12A N/F WORCO D B 634 PG. 51 / 1 sravE 410 FNp nvOAw L29 �� % L26 /VjF GOLLADA Y / I \ N/F -� L2 O.B 467 PG. 96 / I NICHOL SON L27 R - _ _ _ - Les o - Z RA N/ o �LtR \ D B 245 PG_1 t6- LB lV /F / BEA Vs; 8' ' D B 42J REBAv Aaz / o i♦ p a " O BEA VER PG 252 F""o w o ' 70 \, � D. B 42J PG 252 28 c� 776 \ I N/F BEA VER RA A R r D. B. J22 PG 526 s� . RT ?7'b LB HE HE 1.0 N/F CARPER 'S VALLEY GOLF CLUB L P. D. B 762 PG 808 8' GRA WL CART PATH L39 1 N/F DICK \ D, B. 568 PG. 769 L 40 N/ f COVERSTONE D. B. 222 PG 2J1 L41 N/F GLAIZE & BROS. D. B. 721 PG 11,3 COWAER POST F. L42 L LI A 1�O 0' 0. ftw `4%V !!2- REBAR OLD POST ND - - ON LAW i 2. RC6A - 71+5J. 81 I N/F GLAIZE I N/F GLAIZE FWD - 45, 68L T RUNWAY D. B. 607 PG 661 D. B 607 PG. 669 ''`...- 14/J2 - - - L38 \ r ,'\` _ - - N�F GLAIZE 57��1111 SHENANDOAH GAS CO ` _ _ - - 69% RIGH I •• It D-6 679 PG L2 A.A �\ll \ RA - - �---• D. 781 Ftip 1\�1 \ (50' MAX WIDTH) i \ jjj JO 7. 6 A CRES � _ L43 C6 I L1 N a1AR PG 1 1427 jL--- I L44 -- ----- • / RA ------------LI ,!\ t g `�1 \ 19 --Q o _ LI 5D 4 ACRES X C/L PROPOSED ST04i I �/2 RT 728 Pv0�, ` \ t RA Rw 1 11 \ C/L RUNWAY 14/J2 u ~ • • 5 1 - , , I L 4 • ,' / 1 _ N 46'40 40 ' W 5500' - ----- i N/F NOR 7H FREOERICK REAL TY D B. 721 PG. 11 J LI _ 1/2 REBAR MD O BASE OF 14 " OAK t N/F GLAIZE D. B. 607 PG 669--I - - - ZONING LEGEND RA - RURAL AREA RP - RESIDENTIAL PERFORMANCE LB - LIMITED BUSINESS GB - GENERAL BUSINESS IT - INDUSTRIAL TRANSITION LI - LIMITED INDUSTRIAL GI - GENERAL INDUSTRIAL MH - MOBILE HOME HE - HIGHER EDUCATION STA. = 88+98 85 _580. 31' L T RUNWA Y 14/J2 � THIS PARCEL HAS BEEN RECENTL Y PURCHASED BY W R. A. A BUT HAS NOT BEEN SURVEYED IN THE FIELD BY THIS SURVEYOR 54'INGRESS/EGRESS EASEMENT -T , �N 1 L6 C1 �5 JO' PRESCRIP77VE- ESM T \� I 03 1 C2 = - I r + 11 \ 18 t CONC. MONUMENT CONC, MON4kf NT I v+ 4 ___-- - ---'-' `- 11 STA = J5+00 STA. = 4 + , ti . • --- ...------- ---------- - - - • I ' 15 - _ RT RUNWAY 100 .00 R R NWA , L12 50' ; I4/J2 14/J2 j TA = X0 c 1 17 19' R . RUNWAY 11 i L20 r Fw0 Z \\1 L19 19 '1 `` '� l I L10 (� ' \ C -tttt z 31 t e l I II L13 �. L8 L L 2 �• o z m z W �� \ g g �� �- NIT PC Is -� / • z q z , W� `U `\%\\ t to OB. 1 L1 i -." _ 7 �_ _ 25 4A I �\\���\ a< �A ' \ ; r'�� 26 _� �-• _ 645 Z, 01 �5?\g\6- '%%6 r - Dmo \ O N�' RT. 567 PG - ' - \�\ vf E9r� "Q LI''- ROAD D B SCRI >� 1,_ 1 -_ C5 L15 - - AIRP��T - J \N 0 w 1 L 1 7 - } _G'B �� c� v� 1 L16 •..�.�.'�-•-- - (\- 8 6j1 PG g50 --'LI - i...�.. _ U) V--- - - _ �-------- � D B 673 PG 201 --_ -- Z �o. RA m CUR VE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL TA C 1 750. 00 228. 60m 92. 2,3 28. 11 m 46. 18 14. 07m 92,18 28. 10m N 4 4 '4,5 22 W 0 7 02 46 C2 2192.66' 668.J2m 496.74' 15141m 24944' 76.03m 495.67' 751.08m N 54'46'09"' W 1258'48" CJ 4089 57' 1246 50m 269.90' 82.27m 135.00' 41. 15m 269.85' 82 25m S 5922'07" E 0346 5J'" C4 16405. 18' 5000. 30m 510. 62' 155. 64m 255. 3J' 77.82m 510, 60' 155. 6Jm S 6122 OJ " E 01 '47'00 " C5 725.00' 220.98m 10J.10' J1.4Jm 51.64' 15.74m IOJ02' Jl 40m S 5624'12" E 08085J" C6 179.52' 54720m 11424' J4.82m 57.14' 14.42m 714.22' J4.81m S J8'4150" W I OJ38'45" TANGENT TABLE LINE DIRECTION DISTANCE L 1 S 55.1,3 15 E 1689.89 515 08m L 2 S 113J'11 " W 9J 92' 28. 63m L3 S I1'4238 E 44J 12' 135.06m L 4 S 50111 '12 " W J69.00' 112.47m L 5 N 41 '1 J 59 " W 128- 98' J9. 31m L 6 N 48'16 '45 " W 270.27' 82. J8m L 7 N 61 '15 .3J" W 427 72' 1 J0. J7m L8 N 5728'40" W 107 02' J2 62m L 9 N J2 :31 20 " E 25.00 ' 7 62m L 10 V 572840" W 169.32' 51.61m L11 N 345157" E 71306' 217J4m L 72 S 34 51 57" W 746. Jl ' 227 48m L lJ N 62 '1533" W 516 00' 157.28m L 14 N 60 28 3J " W 928.85 ' 28J. l lm L 15 N 54 3J 00" W 145. JO' 44.29m L 16 N 52 '1941 " W 2J51 25 716. 56m L 17 N J047 48 E 612.84 ' 186. 79m L 18 N 59 02 16 " W 387 70 ' 118 17m L 19 N 254J'07 11E 317 11 96. 65m L20 N 59 07'46 W 616.25' 187.8Jm L 21 S 31 '45 14 ' W 314 22 95.78m L22 N 584842 W 30.00' 9, 14m L 2J N 31 '45 14 E 314. 05 ' 95. 72m L 24 N 59 07'46 " W 635. 67' 193. 75m L 25 N 2,3 51 38' E 2J2 72' 70. 93m TANGENT TABLE -T L1NE _ �DIREC77ON DISTANCE L26 N 60 72O022W 409. 47' 124.81m L 27 N 26 09 J6 ' E 58. 77' 17.91 m L 28 N 70 56 3J !'--W 7J9.94 225.54m L29 N 2626 01 " E 564. JO' 172. OOm L 30 N 61 '11 45 " W 746.94 227.67m L31 N 57J531 E 145.24' 44.27m L32 N 565734" E 599.43' 182.71m L J3 N 20 31 12' E 5 75, 12 175. JOm L J4 S 58 33 06 ' E 13J9 57 408. JOm L J5 S 58 25 3J " E 100.00' 30.48m L J6 S J8'16 03' W 581 79 177. J,3m LJ7 S 46 40'40" E 1578.90' 481.2,5m LJ8 N 25'4152" E 121.20" 36.94m L J9 S 64 20 12 ' E 2J58.36 71 & 8jm L40 S 0854 52 W 411,J4' 125. J8m L 41 S 56 27 2 7 ' E 845, 50' 257 71m L 42 S 27 <6 '4 4 " E 2090.61 ' 6J7 22m L 43 N 5220'11 " W 171 23' 52. 19m L 44 S 27'13 00 " E 192.31 ' 58.62m L 45 N 6171 '45 ' W 67 45 ' 20,56m L 46 N 56 02 31 ' E 884.39' 269.51m L 4 7 S 56 02 31 " W 885. 57' 269.9,3m L 48 S 56 02 31 " W 956 29 ' 291. 48m L 49 N 00 21 32 " W 72. 00' 21.95m 1 I FREDERICK COUNTY PLANNING REOUIREMENTS I BEM I MDK 1 5-5-94 NO. REVISIONS BY I APP. I DATE LI N/F 0 .� CGOLLADA Y 5h , 1` D B 170 h1 '1) PG J98 N 6171'45' W 746.94' h N/F BEA VER"0/` O B 42J PG. 252 a ri i N/F BEA VER -� 0.8 42J PG 252 v b� Mry~v (Z- \ O 2v s ~ Q N/F BEA VER 0 B. 322 PG 526 FND N v; N � HWY ,vOV FND �-- T 6 R DE TA IL ':6 (NOT TO SCALE) OLD CAPNER POST FND. SEEN TE 7 --_�� W ,6 z\ p 1'46 L24 N 59 o z -w 655,61• �, o� z m z\ z\. �, � N59 N/F ASHBY rn Q + r \m O 6 556 PG 839 L 21 L22 N 584842" W JO 00' 776 (�30' SC,,NOIE 4)SM SEE DETAIL "C" (NOT TO SCALE) NO TES 1) THIS PL A T HA S BEEN PREPARED W1 THOU T THE BENEFI T OF A TI TL E REPOR T AND DOES NOT NECCESSARIL Y INDICA TE ALL ENCUMBRANCES ON THE PROPERTY 2,) IMPRO VEMEN IS HA VE NOT BEEN L OCA TED B Y THIS SURVEY AS PER WRI TTEN A GREEMEN T W17H THE CL lEN T J) UNLESS OTHERWISE INDICATED ON THIS PLAT, 5/8" CAPPED REBAR WILL BE SET SE T A T ALL PROPER T Y CORNERS. PROPER T Y CORNERS AL ONG 30' PRESCRIP TI VE FA SEMEN T WIL L BE OFFSET 15 ' 41) FIELD MEASUREMENTS, INFORMATION FROM AD✓0/NING OWNERS OF LONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW R T 776 AND THE MAJORITY OF OLD PT 645 TO BE A 30' PRESCRIPTIVE EA SEMEN T ONL Y THIS SUR VE YOR FOUND NO CON VE YANCES FOR PUBL IC USE AMONG THE LAND RECORDS. 5) THIS AREA OF L AND APPROXIMA TEL Y 107' x 60 IS PAR T OF PARCEL 'B " AS SHOWN ON PL A T OF SUR VE Y B Y H BRUCE EDENS, DA TED 3 OC TOBER 1972 AND RECORDED WI TV A DEED DA TED 14 NO VEMBER 1972 IN D. B. 399 PG. 30J CONVEYING PARCEL 'B" TO WOODROW W HALL, ET AL. THE "CLEAR ZONE EA SEMEN T" DENO TED AS PARCEL 4A ON EXHIBIT A " A T TACHED TO THE COVENANT AND A GREEMEN T RECORDED IN D. B 516 PG. 562 DA TED 31 AUG 1979, 11VCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. N,/F CARPER S VALLEY GOLF CLUB L P 0.8 762 PG 808 LARGE 7REES ON BOUNDARY LINE WI774 FENCE REMAINS L39 8' GRAVEL CART PA TX-1 245' WRA.A DETAIL "D " (NOT TO SCALE) 6) "O. LEE GARBER, H/S HEIRS AND ASSIGNS AS SUCCESSORS IN TITLE TO THE SAID ADJACENT LAND, ARE GRANTED A PERPETUAL EASEMENT FOR USE OF THE WATER FROM THE EXISTING WELL ON TRACT 5-D AS WELL A S AN EA SEMEN T OF RIGH T- OF- WA Y FOR INGRESS AND EGRESS FROM GARBER'S LAND TO AND FROM THE SAID WELL FOR" WATER LINE PURPOSES DEED BOOK 544 PAIGE- 708 7) THIS JO' WIDE PORTION OF W R. A.A. PARCEL 1¢111 WAS CONTAINED IN THE PARCEL ACCORDING TO DEED BOOK 183 PAGE 444, WHERE R CLERK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES AL T AND DAISY M. AL T BY DEED DATED I SEPT£MBER 1942. THIS SURVEYOR FOUND NO INFORMA RON AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWA Y FROM THE ORIGINAL PARCEL. 8) THIS 20 ' RIGH T- OF- WA Y' IS SHOWN ON PL A T OF SUR VE Y RECORDED W7 TH PARCELS "12A & 128" RECORDED Wl TH DEED DATED 27 AUG. 1971 DEED BOOK J80A T PAGE 588 DEL TA AIRPORT CONSULTANTS INC. luft, engineers - planners Richmond, Virginia Charlotte, North Carolina C6 AREA EXCLUDED L 39 * FROM PL A T FOR CONVEYANCE TO \ \, s 52-2 i 1" E W R A. A IN 17C 23' AREA EXCEPTED & RESERVED IN�� D.B 671 PC. 857 D. B 659 PG 175 ti ?�7; (6,968 SO. FT) -- (AK A. POWZEN EOUIPMENT CO. TRACT L40/9? T�• w DESCRIBED BY SURVEY OF R U GOODS DA TED NOV 2 - 1968) Do DETAIL "A SCALE. 1 " = 2007i ' NOTE: PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT ,AS PREPARED BY DOVE AND ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 2:2601 DATED AUGUST 1992, AND REVISED OCTOBER 2, 1992 GRAPHIC `.SCALE 400 0 200 400 800 1 Inch = 41.00 ft BOUNDARY AND ZONING WINCHESTER REGIONAL AIRPORT DRAWN BY: S L. T DESIGNED BY: MDK SCALE: 1 ' = 400' DATE: JULY 1993 JOB NO. VA 9302 SHEET 3A of 71 .o INDEX SHEET 1 �'TLE NO. _ 1. COVER SHEET 2. SUMMARY OF QUANTITIES 3. GENERAL LAYOUT 4. PHASING LAYOUT 5. GEOMETRIC LAYOUT 6. GEOMETRIC LAYOUT 7. GEOMETRIC LAYOUT 8. CLEARING AND GRUBBING 9. GRADING AND DRAINAGE 10. GRADING AND DRAINAGE 11. GRADING AND DRAINAGE 12, GRADING AND DRAINAGE 13. GRADING AND DRAINAGE 14. GRADING AND DRAINAGE 15. GRADING AND DRAINAGE 16. GRADING AND DRAINAGE 17. GRADING AND DRAINAGE 18. GRADING AND DRAINAGE 19. GRADING AND DRAINAGE 20. GRADING AND DRAINAGE 21. GRADING AND DRAINAGE 22. GRADING AND DRAINAGE 23. PAVEMENT DETAILS 24. TYPICAL SECTIONS 25. DRAINAGE DETAILS 26. DRAINAGE DETAILS 27. DRAINAGE DETAILS 28. DRAINAGE DETAILS 29. SEDIMENT & EROSION CONTROL DETAILS 30. SEDIMENT & EROSION CONTROL NOTES AND DETAILS 31. ELECTRICAL LAYOUT 32. ELECTRICAL LAYOUT 33. ELECTRICAL LAYOUT 34. ELECTRICAL LAYOUT 35. ELECTRICAL LAYOUT 36. ELECTRICAL DETAILS I ADDENDUM NO. ONE (1) MDK 9-7-93 2 ADDENDUM NO. TWO (2) MDK 9-10-93 3 FREDERICK CO. PLANNING REQUIREMENTS BEM MDK 5-5-94 DELTA AIRPORT CONSUL TANTS, INC 7333 Whitepine Road Richmond, Virginia 23237 _ (804) 275 - 8.301 WINCHESTER, VIRGINIA AIP PROJECT NO. 3=51=0059=10 DELTA PROJECT NO. VA 9302 W. VA. �� ^ MD. MARTINSBURG 50 WINCHESTER REGIONAL LEESBURG AIRPORT 50 FRONT ROYA L 6 81 17 4 2 WARREN TON CULP PER 17 2� 29 33 Richmond Virginia engineers - planners Charlotte, North Carolina s APPROVED ZONING ADMINISTRATOR EX SHEET TITLE 37. ELECTRICAL DETAILS 38. ELECTRICAL DETAILS 39. MARKING LAYOUT 40. MISCELLANEOUS DETAILS 41. MISCELLANEOUS DETAILS 42. TAXIWAY "A" PROFILE STA. 19 + 00 - STA. 49 + 00 43. TAXIWAY "A" PROFILE STA. 49+00 - STA. 67+00 44. TAXIWAY PROFILES 45. DRAINAGE PROFILES 46. CROSS SECTIONS STA. 19 + 00 - STA. 20 + 50 47. CROSS SECTIONS STA. 21 +00 - STA. 23+00 48. CROSS SECTIONS STA. 23 + 50 - STA. 25 + 00 49. CROSS SECTIONS STA. 25 + 50 - STA. 27 + 00 50. CROSS SECTIONS STA. 27 + 50 - STA. 29 + 00 51. CROSS SECTIONS STA. 29 + 50 - STA. 31 + 00 52. CROSS SECTIONS STA. 31 + 50 - STA. 33 + 00 53. CROSS SECTIONS STA. 33 + 50 - STA. 35 + 00 54. CROSS SECTIONS STA. 35 + 50 - STA. 36 + 50 55. CROSS SECTIONS STA. 37 + 00 - STA. 38 + 00 56. CROSS SECTIONS STA. 38 + 50 - STA. 39 + 50 57. CROSS SECTIONS STA. 40+00 - STA. 41 +50 58. CROSS SECTIONS STA. 42 + 00 - STA. 43 + 50 59, CROSS SECTIONS STA. 44 + 00 - STA. 45 + 50 60. CROSS SECTIONS STA. 46+00 - STA. 47+50 61. CROSS SECTIONS STA. 48 + 00 - STA. 49 + 50 62. CROSS SECTIONS STA. 50 + 00 - STA. 52 + 00 63. CROSS SECTIONS STA. 52 + 50 - STA. 54 + 00 64. CROSS SECTIONS STA. 54 + 50 - STA. 56 + 00 65. CROSS SECTIONS STA. 56 + 50 - STA. 58 + 00 66. CROSS SECTIONS STA. 58 + 50 - STA. 60 + 00 67. CROSS SECTIONS STA. 60+50 - STA. 62+00 68. CROSS SECTIONS STA. 62 + 50 - STA. 64 + 50 69. CROSS SECTION STA. 65+00 70. WATER QUALITY BASIN STA. 47 + 50 - STA. 49 + 00 71. TEMPORARY SEDIMENT BASIN STA. 27 + 50 - STA. 28 +50 Kenneth W. &vrnmev P.E. Reg- No. 12995 IONA L sor" is �12-3 4.c DATE: OWNER: WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (703) 662-5786 DRAWN =JOB DESIGNED BY. SHEET SC -ALE- OF NONE DATE:- JULY 1993 GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE WORKING WITHIN THE AIRCRAFT OPERATIONS AREA IAOA) SHALL BE MARKED CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE CONSTRUCTION AREA. ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE FLASHING LIGHT (DAY OR NIGHT). RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND CONTROL DUST. COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT 2. CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS THAT SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL AND MULCH. SEEDING AND MULCHING ON THE HAUL ROUTE WILL BE A PART OF\-- CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE BE ALLOWED IN THE CONSTRUCTION AREA. THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING PAY ITEM. UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE AN APPROVED EQUIVALENT. BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED SR SQ UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK BEGINNING CONSTRUCTION. COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. �- 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND 16. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS FOR ALL REINFORCED IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP DEMOLITION NOTES: STOCKPILE LIMITS OR APPROVED HAUL LIMITS. INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED . 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY/TAXIWAY LUMP SUM PRICE FOR DEMOLITION. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE GILBERT W. CLIFFORD & ASSOCIATES, INC. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT 200 N. CAMERON STREET THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. / WINCHESTER, VIRGINIA 22601 I 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE APPLE MAPPING, INC. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE FREDERICK COUNTY AIRPORT STRUCTURES. CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITICN. 1319 BUCHEIMER ROAD FREDERICK, MD 21701 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED / UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ENGINEER. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY REMOVED. THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL ` ) ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, 5. ONLY GENERAL LIMITS PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. SHOWN. ANY ADDITIONAL MINOR STRUCTURES UTILITIES THAT MAY BE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALLL BE CONSIDERED INCIDENTAL TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR TWO COPIES OF ALL MANUFACTURERS LITERATURE. 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. / SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. DUE TO HIS/HER OPERATIONS. IMMEDIATELY REPAIRED BY THE CONTRACTOR, ANY DAMAGE TO EXISTING AIRPORT ♦' 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. R 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SHAWNEE CONDITIONS. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN MAGISTERIAL DISTRICT. ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE FREQUENCY 122.7 MHZ. ALL CLOSED, MARKINGS REQUIRED FOR THE WORK AREA 27. THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. R.A. (RURAL AREAS). PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. 1 1 . UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND r O PERSONNEL. / \ WESTVIEW BUSINESS CENTER CLEARING & GRUBBING, / WETLAND CLEARING WINDSOCK LOCALI ZER ANTENNA E o \\ \ r 1 V L r v W L L V 4 - ---- ~ \ I 4 � CONSTRUCT R/W FILLET �i 500'-� EXISTING SHENANDOAH L _ - _ - _ __ _ _ - � O 1O I I FOR EXIT TAXIWAY \ 1' A36 STEEL PLATES I GAS COMPANY 6" LINE �� - - - - - - �- - - - --T-- - -- ---- - - - - - -�- - - �- - -1 \\ ---- - -�-- - �- - - �-- -- --� (12 ACROSS WDE)R. 728 i O 1 PAPI� CONSTRUCT R/W FILLETS - 1 CONSTRUCT GENERAL EXISTING FOR EXIT TAXIWAYS � �., N 0 PAY ITEM I I REILS RUNWAY SAFETY AREA RUNWAY SAFETY AREA 250 RWSA TYP. � _ .' �\ 250' RWSA TYP. AVIATION APRON • 5 x 1 0 V� 4' 5500'__X 100' - - BASELINE 'R' I • 00 + 0 • I • I I - -- STA. 65+00 - J STA. 10+00 -- - - - -- ��-- ---- -- EXISTING o �. o - -- -- - - o 200' RWSA TYP. BM 7 �00' RWSA TYP. o BM 9 1 _ \ BM 6 BM 8 PAP) BM 10 1 - i TWSA_79' TYP�� -PRaPOSED- TWSA 79' TYP-- --- - - - -- -- - BASELINE 'A' RELOCATE TTTTTT TTT TTTTTTTTT '11 APRON TAXIWAY W 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 HANGAR I CD RATE TO BEOREMOVEDGAR TERMINAL HANGAR l- - - - � O 0 AD 1 b � I I - R �i UFF�IG \1��C1 I L_ - - J CAP T-HANGARS OLD B - - ' T-HANGAR ��� CONTRACTOR'S HAUL ROUTE 20 CONTRACTOR'S STAGING AREA CONTRACTOR'S EMPLOYEE PARKING A TOPSOIL STOCKPILE AREA 5� INSPECTOR'S TRAILER © BORROW AREA 7� WASTE AREA I I FREDERICK CO PLANNING REQUIREMENTS I BEM I MDK 1 5-5-94 REVISIONS BY I APP. I DATE ROTATING BEACON 'o O 3O� / PARKING _ �CORPORATE -- -- RELOCATED CORPORATE HANGAR HANGARS SITE PREPARATION D (NON-AIP) AIRPORT ROAD STATE ROUTE 645 DEL TA AIRPORT CONSULTANTS INC, engineers - planners R chdwnd, Virginia Charlotte, North Caroline �� LT It pF Kennet!► W. Brommer P.E. Reg. No. 129" O�4tSSJO N a L ENC'\�� BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT DRAWN BY: AE DESIGNED BY: MD SCALE: 1 ' - 300 DATE: JULY 199 9302GENL.DWG SHT300 JOB NO. R VA 9302 SHEET 3 OF 3171 GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW FLASHING LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO BEGINNING CONSTRUCTION. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS OR APPROVED HAUL LIMITS. 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: GILBERT W. CLIFFORD & ASSOCIATES, INC. 200 N. CAMERON STREET WINCHESTER, VIRGINIA 22601 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: APPLE MAPPING, INC. FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD FREDERICK, MD 21701 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM FREQUENCY 122.7 MHZ. ALL CLOSED. MARKINGS REQUIRED FOR THE WORK AREA 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY/TAXIWAY SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL STRUCTURES. 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE TWO COPIES OF ALL MANUFACTURERS LITERATURE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY DUE TO HIS/HER OPERATIONS. 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SHAWNEE MAGISTERIAL DISTRICT. 27. THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED SHALL BE INSTALLED AS THE FIRST TEEM OF WORK. R.A. (RURAL AREAS) WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. / 11. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL / IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND \ O PERSONNEL. iJ WESTVIEW BUSINESS CENTER CLEARING & GRUBBING\\ y y y WETLAND CLEARING W y y y WINDSOCK y y y .L / \ / .L W •Y Y y W y uy y y y � LOCALIZER ANTENNA I IF L 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE CONSTRUCTION AREA. ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. 2. NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, AND MULCH. SEEDING AND MULCHING ON THE HAUL ROUTE WILL BE A PART OF THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A PAY ITEM. 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. DEMOLITION NOTES: 1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR DEMOLITION. 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS REMOVED. 5. ONLY GENERAL LIMITS OF PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE SHOWN. ANY ADDITIONAL MINOR STRUCTURES OR UTILITIES THAT MAY BE ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER CONDITIONS. 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION O- - - - -- \ 500' I CONSTRUCT R;WA EXISTING SHENANDOAH-'c'• FOR EXIT TAX1" A36 STEEL PLATES I GAS COMPANY 6" LINE - - - - ---•- - - - -� - - - --� - � ACROSS S.R. 728 I O I - (12" WIDE)PAPICONSTRUCT R/W FILLETS -____ CONSTRUCT GENERAL EXISTING NO PAY ITEM250' RWSA TYP. ■ FOR EXIT TAXIWAYS REILS RUNWAY SAFETY AREARUNWAY SAFETY AREA 250' RWSA TYP. AVIATION APRON 500' x 1000'500' x 1I000'-------------------- -- --- --�- _ -,-- - -- -------5500' X_100' --� --- ----------------- _ -� BASELINE 'R' I ----- - --- _ - - --- ------ STA. 65+00STA. 10+00 - 200' RWSA TYP. EXISTING \� ABM 6 ; ` nBM 7 ABM 8 i 200' RWSA TYP. o BM 9 *10 1 - - TWSA 79' TYP�X ■ PART --�-- r- -- -- I I - • I -�-- _ - - --- I BASELINE 3 1 1 1 1 1 1 1 1 1 1 l 1 L 1 1 1 1 7 I O - RELOCATE TTTTTT TTT TTTTTTTTT,i I I APRON 1 _ _ TAXIWAY 'A' Q \ HANGAR f 1 L- - j I c CORPORATE HANGAR • ` `�� 1 TERMINAL I TO BE REMOVED HANGAR CK ROpD 1 I I -H -�� v I pq D but T- VI� CAT ANGARS ` �II T-HANGARJOL ROTATING CONTRACTOR'S HAUL ROUTE BEACON O 2 CONTRACTOR'S STAGING AREA � � __ - ` IJ _ _ _---- CORPORATE HANGARS 0 3� CONTRACTOR'S EMPLOYEE PARKING - -- -_ TOPSOIL STOCKPILE AREA AIRPORT ROAD _ _ STATE ROUTE 645 INSPECTOR'S TRAILER © BORROW AREA 7� WASTE AREA I FREDERICK CO PLANNING REQUIREMENTS BEM MDK 5-5-94 ®EL TA _� I & ze, zAIRPORTCONSULTANTS i INC. Aw engineers - planners Richmond, Virginia Charlotte, North Carolina PARKING RELOCATED CORPORATE HANGAR SITE PREPARATION (NON-AIP) 4:F LT It ()p Kenneth W. Brommer P.E. Reg. No. 12945 c- �I")�� - O�FSS/O N A L ENG\�� BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706 48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9302GENL.DWG SH T300 DRAWN BY: JOB NO. AER VA 9302 DESIGNED BY: SHEET MDK SCALE: OF 3 1" = 300' DATE: 7 1 JULY 1993 NO. REVISIONS BY I APP. I DATE m A, e WINCHESTER REGIONAL AIRPOR WINCHESTER VIRGINIA N r, AIP PROJECT NO. 3=51=0059=1 DELTA PROJECT NO. VA 93021 WINCHESTER REGIONAL AIRPORT AUTHORITY 1. COVER SHEET 2. SUMMARY OF QUANTITIES 3. GENERAL LAYOUT 4. PHASING LAYOUT 5. GEOMETRIC LAYOUT 6• GEOMETRIC LAYOUT 7. GEOMETRIC LAYOUT B. GRADING AND DRAINAGE 9. GRADING AND DRAINAGE 10. GRADING AND DRAINAGE 11. GRADING AND DRAINAGE 12. GRADING AND DRAINAGE 13. GRADING AND DRAINAGE 14. GRADING AND DRAINAGE 15. GRADING AND DRAINAGE 16. GRADING AND DRAINAGE 17. GRADING AND DRAINAGE 18. GRADING AND DRAINAGE 19. GRADING AND DRAINAGE 20. GRADING AND DRAINAGE 21. GRADING AND DRAINAGE 22. GRADING AND DRAINr�GE 23. GRADING AND DRAIN,IGE 24. PAVEMENT DETAILS 25. TYPICAL SECTIONS 26. DRAINAGE DETAILS 27. DRAINAGE DETAILS 28. DRAINAGE DETAILS 29. DRAINAGE DETAILS 30. SEDIMENT & EROSIOrl CONTROL DETAILS 31. SEDIMENT & EROSION CONTROL NOTES AND DETAILS 32. ELECTRICAL LAYOUT 33. ELECTRICAL LAYOUT 34. ELECTRICAL LAYOUT 35. ELECTRICAL LAYOUT 36. ELECTRICAL LAYOUT DELTA AIRPORT CONSULTANTS, INC 7333 Whitepine Road Richmond, Virginia. 23237 (804)275 - 830/ " NO. REVISIONS BY 1 APP. 1 DATE M 1 1� W. VA. MD. MARTINSBURG 81 50 \ / •J WINCHESTER REGIONAL LEEseURG AIRPORT 50 FRONT ROYAL 6 81 17 4 2 WARRE NTON o� CULP PER 17 2w 29 33 Richmond Virginia engineers - planners Charlottes North Carolina .o INDEX SHEET TITLE NO. 37. ELECTRICAL DETAILS 38. ELECTRICAL DETAILS 39. ELECTRICAL DETAILS 40. MARKING LAYOUT 41. MISCELLANEOUS DETAILS 42. MISCELLANEOUS DETAILS 43. TAXIWAY "A" PROFILE STA. 19 + 00 - STA. 49 + 00 44. TAXIWAY "A" PROFILE STA. 49+00 - STA. 67+00 45. TAXIWAY PROFILES 46. DRAINAGE PROFILES 47. CROSS SECTIONS STA. 19 + 00 - STA. 20 + 50 48. CROSS SECTIONS STA. 21 + 00 - STA. 23 + 00 49. CROSS SECTIONS STA. 23 + 50 - STA. 25 + 00 50. CROSS SECTIONS STA. 25 + 50 - STA. 27 + 00 51 • CROSS SECTIONS STA. 27 + 50 - STA. 29 + 00 52. CROSS SECTIONS STA. 29 + 50 - STA. 31 + 00 53. CROSS SECTIONS STA. 31 + 50 - STA. 33 + 00 54. CROSS SECTIONS STA. 33 + 50 - STA. 35 + 00 55. CROSS SECTIONS STA. 35 + 50 - STA. 36 + 50 56. CROSS SECTIONS STA. 37 + 00 - STA. 38 + 00 57. CROSS SECTIONS STA. 38 + 50 - STA. 39 + 50 58. CROSS SECTIONS STA. 40 + 00 - STA. 41 + 50 59. CROSS SECTIONS STA. 42 +00 - STA. 43 + 50 60. CROSS SECTIONS STA. 44 + 00 - STA. 45 + 50 61. CROSS SECTIONS STA. 46 + 00 - STA. 47 + 50 62. CROSS SECTIONS STA. 48 + 00 - STA. 49 + 50 63. CROSS SECTIONS STA. 50 + 00 - STA. 52 + 00 64. CROSS SECTIONS STA. 52 + 50 - STA. 54 + 00 65. CROSS SECTIONS STA. 54 + 50 - STA. 56 + 00 66. CROSS SECTIONS STA. 56 + 50 - STA. 58 + 00 67, CROSS SECTIONS STA. 58 + 50 - STA. 60 + 00 68. CROSS SECTIONS STA. 60 + 50 - STA. 62 + 00 69. CROSS SECTIONS STA. 62 + 50 - STA. 64 + 50 70. CROSS SECTIONS STA. 65 + 00 71. WATER QUALITY BASIN STA. 47 + 50 - STA. 49+00 72. TEMPORARY SEDIMENT BASIN STA. 27 + 50 - STA. 28 + 50 DRAWN BY: JOB NO. AWS VA 9302 DESIGNED BY: SHEET MDK I SCALE OF NONE DATE: 72 DULY 1993 GENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW FLASHING LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO BEGINNING CONSTRUCTION. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS OR APPROVED HAUL LIMITS. 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: GILBERT W. CLIFFORD & ASSOCIATES, INC. 200 N. CAMERON STREET WINCHESTER, VIRGINIA 22601 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: APPLE MAPPING, INC. FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD FREDERICK, MD 21701 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM FREQUENCY 122.7 MHZ. ALL CLOSED MARKINGS REQUIRED FOR THE WORK AREA SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. LOCALIZER ANTENNA- HAUL ROUTE NOTES: 11. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE PERSONNEL. CONSTRUCTION AREA, ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, 2. NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, -- AND MULCH. SEEDING AND MULCHING ON THE HAUL ROUTE WILL BE A PART OF - ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE _- CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO PAY ITEM. LOOSE MATERIALS THAT ULD BLOW INTO AIRCRAFT A N AREAS HALL 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE SBE {� 5()-- -- - -, A IN HE CONSTRUCTION AREA. BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF TOLD BUFFLICK AN APPROVED EQUIVALENT, ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). DEMOLITION NOTES: 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED I CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL 1. THE ITEMS SHOWN AND LABELED ON TMS PLAN TO BE ABANDONED OR REMOVED I I INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP LUMP SUM PRICE FOR DEMOLITION. INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR. ALL SUCH MATERIALS SHALL BE REMOVED FROM AIRPORT PROPERTY 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY/TAXIWAY AND DISPOSED OF IN A MANNER CONSISTENT WITH ALL LOCAL, STATE, AND SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL FEDERAL REGULATIONS. WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED 00 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS STRUCTURES. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS REMOVED. cn UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE 5. ONLY GENERAL LIMITS OF PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE ENGINEER. SHOWN. ANY ADDITIONAL MINOR STRUCTURES OR UTILITIES THAT MAY BE ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALL BE CONSIDEREID INCIDENTAL 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, 3 UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE TWO COPIES OF ALL MANUFACTURERS LITERATURE. IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND DUE TO HIS/HER OPERATIONS. RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING 1FR WEATHER 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT CONDITIONS. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE INDICATED ON THE PLANS, DISMANTLING WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION ' WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. WESTVIEW BUSINESS CENTER WINDSOCK 1 O PAPI� CONSTRUCT R/W FILLETS 1 - CONSTRUCT GENERAL EXISTING 250' RWSA TYP. FOR EXIT TAXIWAYS 250' RWSA TYP. AVIATION APRON REILS RUNWAY SAFETY AREA RUNWAY SAFETY AREA • • - 500' x 1I000' _ - - ---- - - - - - - - --- - ---- - ----- - ------------ ----- - - --- - - _ - 5 x 1 0 -- - - - - - o - - - --- - - - - - - ---- - -- - --- 5500' X_ 100'_ - -- -- - ----_-BA3_ELINE 'R'- _---- _-- - '�,� � I STA. • • STA. 10+00 o 65+00 - - - - ---- --, -------- BM 8 • r I • ( 200' RWSA TYP. EXISTING TWSA 79' TYP. BM 6 /'- a -BM 7 i I 200' RWSA TYP. z-BM 9 PAPI EXISTING VASI BM 10 -PR07( ED TWSA 79� TYP. - = -- RHO-CATEE TTTTTT TTT1 TTTTTTTTT �-- - -� - APRON -- --; ,---_- TAD(IWAY "A' i i� 1 w 1 1 CAP Q \ HANGAR 1 �r �J I 1 ---1' -- 5 HANGAR �d I 4 I � I T-HANGAR - �� �- CORPORATE HANGAR ° TERMINAL _ _ , �' % - ' �- TO BE REMOVED 4v� - C' j 0lUD gtJFFLIC i - �yY�o T-HANGARS CONTRACTOR'S HAUL ROUTE 2� CONTRACTOR'S STAGING AREA 3U CONTRACTOR'S EMPLOYEE PARKING ® TOPSOIL STOCKPILE AREA 50 INSPECTOR'S TRAILER © BORROW AREA 0 WASTE AREA I NO. I REVISIONS I BY I APP. I DATE BEACOTATIN G "n 3 / PARKING ------- CORPORATE ----- RELOCATED CORPORATE HANGAR __-- �-----' RoR07 1O HANGARS (NON-AIP) �- UT 5 CONSTRUCT STATE RO AIRCRAFT WASH RACK DELTA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99,91' RT- 712.71 8 45+00.10 99.91' RT- 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT- 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9302GL1.DWG SH T300 DRAWN BY: JOB NO. AEF? VA 9302 DESIGNED BY: SHEET MDK 3 OF SCALE: 1 " = 300' 7 2 DATE: APRIL 1993 6�� 4+00 0 l RELOCATE - EXISTING GUIDANCE S (TYP) RFFFR 699.810.02 69� e LEGEND DUT. 63g 7ti 9.68 / EXISTING ELECTRIC - - - E - - - +698.89 / / EXISTING SANITARY SEWER ---------------------- 41 EXISTING STORM SEWER - - - - - - - EXISTING VNATER- RELOCATE EXISTING 6�30 699;45 s 9.31 EXISTING DROP INLET 1vIITLS(TYP) REFER TO { / EXISTING ELEVATION i58 84 ELECTRICAL LAYOUT d;3 EXISTING NAANHOLE 150 R 98.20 69�56`. 899$ t1 698.52 69 �6 PROPOSED ELECTRIC ---- E i PROPOSED ELECTRICAL DUCT -�-�-- ED TRANSITION MOD. PG -2D / PROPOSED DITCH ••••"•............... TO FLARED END SECTION PROPOSED SANITARY SEWER Fa • 6'W77 a38,61 C= 9' (T P) PROPOSED STORM SEWER - `� : ' f PROPOSED DROP INLET PROPOSED ELEVATION 153.72 •69 6�38.� ,45 68}f"$,21, 69778 697.42 R + + ' ` PROPOSED MANHOLE • 1 • OIL BORINGS S -� w \ BITUMINOUS PAVEMENT D114 • • • 448 ( r' ».€' ' • sg -is CONCRETE REMOVAL n `y , ' . ' . ' . CONSTRUCTION ENTRANCE 6 U + a MILLING - CIP30e + �' OVERLAY Q 64I.7b. �97'50 ,9707 696. 71 + + +77. -- PAVED DITCH 696-73 .0 PAVEMENT REMOVAL ' 697.09 697,72 1 7 5# *'� 97t5 RECONSTRUCTIONI/NEW PAVEMENT + _ -- REMOVE EXISTING ENDWALL WETLANDS � ,,.177 REMf�VE 1 XhS1�1, D12A STA 65+49, OFF 291' R OF F "R" CMP 1 , y CULVERT INNLET PROTECTION 3F�`x �4 'IGhltpA. ., :� , D �- STA 65+ 66 OFF 301 R � R„ INLET PROTECTION 9'X 57 697.39 :, 69r7 �Q o, 697 20 , -' ; 696 W.686 Ei0 06 ° o S�8 0�ou �,,,• y_ SILT FENCE X X B°°uo ' RIP, RAP` CLASS 1, ..D = 1 , X D12B g'b o - o n CHECK DAPM $97.20 -" 696.83, ' , ' , ' .9SS'•62 . ' . �o ����' - p 3 PROTECTIVE COVERING TA 65 + 30 ,00 •p,FF 319 Ft s9�32 o f -- STA ..6.5+ 66. , .OFF 3351 R „R' R,i96.82 696.64 696.45 ' . ' br j �� : �' . ' . ' D1 1 A 36" END SECTION, ST'D ES-1 + 69585. I. STA 64 22 � CD 3.20 } R STA' 65+• 5'I OFF 3�4' R ;. . . . . . . .691,61 .. . . . .'.'.'.'.'.'.'.'.'.'.'.' OFF. . . . . . . . . . . . . . . • 226' R E3, "R" ki22 • ' L PROTECT XISTING 42 RCP 36" RCP INV. IN = 693.18 696,27 69� 90 WITH D1 1 B 36" END SECTION, ST'D ES-1 t 45 H CIP 3 08 + }- 696.00 / STA. 64 + 696,08 . . . .. ..... , .:... OFF. 232' RB, "R" r. . . . . . . . . . . . . . . . . 696.16 695.98 . . . . . . . . . . . 36" RCP INV. IN 693.18 695.79 g95 36i. ' . ' . ' . ;. ' . ' . D1 2A 36" END SECTION, ST'D ES-1 695.73 + + '695.12 «•. STA. 65 + 38 695.36 . ' ,' /. /j. . ' . ' . ' . . . OFF. 300' R E3 "R" 695.12 / . . . . . . . . . . . . . . . . _ } 695.49 +1. .it' �3,.37 �' 36" RCP INV. OUT 692.26 ' ' ' ' ' ' ' ' ' ' D128 36" END SECTION, ST'D ES-1 CD 3.20 694.16 693 73 •*���.e'�r ``�' . OFF. 306 R46, "R" 36" RCP INV. OUT = 692.26 D 1 nano .ter. .. - �. .. �, '' <, •. . D11A-D12A 138 LF 36" RCP CLASS V SLOPE = 0.67% D1 1 B-D1 26 138 LF 36" RCP CLASS V SLOPE = 0.67% u • -.� �: �• fir. ,'.� 0 s 60OZ ................ .y .... ... .....� 64 +0(-, 65+ 50 REVISIONS BY I MP. I DATE 67+ 00 DEL TA AIRPORT CONSULTANTS, INC. tc*\, ,U�1g93 R��p Ofv��pp�d�E� 30 0 30 60 mmonow SCALE FEET GRADING AND DRAINAGE WINCHESTER REGiIOINAL AIRPORT DRAWN BY: JOB NO. AER VA 9302 DESIGNED BY: M G K SHEET SCALE 1 ., = 30' OF 19 DATE: 72 JULY 1993 F45 Od R 1� w I I 00' R r MATC"'H LINE SHT. 15 & 16 lz,� . . ..... ........ . . ... ... ..... N ?7 /J V ............ 8 'AA . . . ... ........ . .. . ......... ..... -J 1 ---------- -------------------- . ... .. 20 LEGEND EXISTING ELECTRIC EXISTING SANITARY SEWER ---------------------- EXISTING STORM SEWER EXISTING WATER w EXISTING DROP INLET EXISTING ELEVATION /58,84 EXISTING MANHOLE 0 PROPOSED ELECTRIC E ... .. . .... . ...... . ........ PROPOSED PROPOSED ELECTRICAL DUCT —ED PROPOSED DITCH ................. PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED DROP. INLET PROPOSED ELEVtION A, ' 15372 PROPOSED MANHOLE SOIL OUMIINUS BITUMINOUS PAVEMENT F77. CONCRETE REMOVAL CONSTRUCTION ENTRANCE o. MILLING N II OVERLAY k PAVED DITCH i PAVEMENT REMOVAL RECONSTRUCT ION/NEW PAVEMENT — WETLANDS F 7 J x J INLET PROT, J, CULVER E-ICTION INLET PiROTECTION a- 01 F.............. ... .. ........... t SILT FENCE z < CHECK IDAM F_ PROTECTIVE COVERING �K Lij z PROPOSED WATER LINE W_ �74 0 c\j 5, z A F U) EXIST. WATER LINE j x Ld (APPROX) ROPOSEED W,TERUN CONCRETE WASH RACK 'ECTION PR('VIF,E NO3E-DOWN INTERCI511PT EXISTING -.1, F 7,69 WATERUNE 22 IT 60' .. ........ . TIE PROPOSED'2 FORCE ............ . . .... ..... ................ -INTO EXISTING 2 FORCE MAIN 3: . . . . . ... ..... . isa .. .. . ........ . ... . ........... . GG-6— RELOCATE EXISTING . . ....... RELOCATED 7 HOSE BIB & SIG _/ PROP 2 F J HOSE E31B 8, SIGN ,M PROPO�SED SUM r . . ...... . . P7\ Oro BOX AND PUMP A. .00.4 It 700 PROVIDE NO SECTION I 7' CG-6 . . . . . .. . .......... wr . ....... . . . ....... el. ..... .. ........... ................... .... .... .. nw .. . ............ 4 . ........ .. PROPOSED ..... . .... . ............... L --I-- OIL'AfERCEPTOR 60 .. ... .... . . . . .......... . . ..... . . . .. ..... 4"PVC . . . . . . . . . . . ....... ..... ...... .. ... . K, OWN-- + L7EXISTING . ..... v� ''ROUtING BEACON 9 4 VXW RESILIENT < ELECTRICAL DISCONNECT WEDGE VALVE F-6110 _7 — ----------- J, G 2''Pvcc-_ __,,._(djR.,WUVALENT) :: .. . ... . . X, 7- A� . .... ......... . .. ........... .. . . . ..... .... . ....... . ...... 7 11 m . ...... 111111- .. . . . .... . ................ ......... j?8 t . . ........ I-- . ..... .. t . ... ....... . . . ..... f. . ......... . ..... ..... ID 1$0 D ID 105 .................. .. . .............. ... __z 37+50 39+00 40+50 42400 43+50 45+00 46+50 DRAM Eff- AER VA 9302 DEL TA GRADING AND DRAINAGE MANED BY. MDK SHEET AIRPORT CONSULTANTS 21 Adw INC. WAM 11 30' OF engineers - planners NO. REVISIONS BY APP. DATE Richmond Virginia Charloffe, North Carolina WINCHESTER REGIONAL AIRPORT DATE, J U LY 1993 72 MATCH LINE SHT. 17 & 18 450F LEGEND EXISTING ELECTRIC 1`IffJ�il`Itf'} `iljikllki�(lafr y,�31I tl}fl}ilta�;r EXISTING SANITARY SEWER ---------------------- #�kilEl�fik tl EXISTING STORM SEWER EXISTING WATER— ��}Iifl�?�tllfd` II'l;('kl t,t EXISTING DROP INJLET ❑ i lla,:<,., STA.57+52 - OFF. 604' R BL R�. EXISTING ELEVATIION EXISTING MANHOLE 15884 0 _ ... PROPOSED ELECTRIC - E---•—•-" ...... PROPOSED ELECTRICAL DUCT ---v- E D STA. 56 +32 OFF 629R BL R _ — 5TA.57+77 — --= — - CUT AND PATCH PROPOSED DITCH PROPOSED SANITARY SEWER ...................... --- -- I OFF 62YR BCR„ --------------— --- _ EXISTING APRON PROPOSED_ STORM( SEWER ---. SEE DETAIL PROPOSED DROP IINLET RELOCATE EXISTING� APRON LIGHTS n PROPOSED ELEVA71ON PROPOSED MANHOLE 15372 � _ SOIL BORINGS `\ 704.80 BITUMINOUS PAVEMENT FINISHED FLOOR CONCRETE REMOWAL ' ELEVATION=705 �h CONSTRUCTION ErNTRANCE CUT AND PATCH MILLING __ 4 T EXISTING PARKING LOT „ EXISTING — _- - SEE DETAIL OVERLAY DROP INLET <, ,, PAVED DITCH ... . N - PAVEMENT REMOVAL N GRADE DITCH TO EXISTING RECONSTRUCTION;/NEW PAVEMENT DRAIN TO EXISTING - BITUMINOUS CMP : 1 PARKING WETLANDS 1.. j - 1 W .7 n. ........................................ SIMPLEX GRINDER SEE DETAIL PUMF CULVERT INLET PROTECTION -- 705 INLET PROTECTIOrN Z - — J 1107 SILT FENCE X X X PROVIDE OVERHEAD—"' ELECTRIC E CHECK DAM ' SERVICE TO HE HANGAR "Q S PROTECTIVE COVERING u - V4 W/L ' �. D24 30" EMD SECTION, ST'D ES-1 STA. 53 + 33 OFF. 5i65' R B, "R" " APPROXIMATE LOCATION OF EXISTING 12 '' W/L 30" RCP INV. IN = 700.48 f D35 DROP (INLET, ST'D DI-1 STA. 557 + 63 OFF. 7'38' R B, "R" WATER TAP TO BE PERFORMED BY TOP = 703.68 15" RCP INV. OUT = 701.26 FREDRICK COUNTY E1 EXIST., DROP INLET, ST'D DI-1 STA. 58 + 31 OFF. 6iO7' R B, "R" TOP = 704.30 15" RCP INV. IN = 700.52 900 R D24 D25 109 LF 30" RCP CLASS V SLOPE = 0.60% D35-El 148 LF 15" RCP CLASS III SLOPE. = 0.50% 5500 V) NO. REVISIONS BY APP. DATE 56+ 50 DELTA j6S_t1,,-w AIRPORT CONSUL TANTS, INC. 61 + 00 DRWBY: AWS GRADING AND DRAINAGE DESIGNED BY: MD K I" = 30' WINCHESTER REGIONAL AIRPORT 7AN J ULY 1993 JOB NO. VA 9302 SHEET 23 OF 72 GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE CONSTRUCTION AREA, ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE FLASHING LIGHT (DAY OR NIGHT). RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND CONTROL DUST. COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY 2. CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT THAT THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL AND MULCH. SEEDING AND MULCHING THE HAUL ROUTE WILL BE A PART OF THE SEEDING AND MULCHING PAY ITEMS.. THE PLACEMENT OF TOPSOIL IS NOT A CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE BE ALLOWED IN THE CONSTRUCTION AREA. PAY ITEM. CONTRACTOR'S EXPENSE, THE CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE AN APPROVED EQUIVALENT. BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK BEGINNING CONSTRUCTION. COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM), ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE DEMOLITION NOTES: SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP STOCKPILE LIMITS OR APPROVED HAUL LIMITS. INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY/TAXIWAY LUMP SUM PRICE FOR DEMOLITION, SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE GILBERT W. CLIFFORD & ASSOCIATES, INC. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT 200 N. CAMERON STREET THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WINCHESTER, VIRGINIA 22601 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE APPLE MAPPING, INC. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE FREDERICK COUNTY AIRPORT STRUCTURES. CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 1319 BUCHEIMER ROAD FREDERICK, MD 21701 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS '-� ENGINEER. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR REMOVED. ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY LY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL 5. ONLY GENERAL LIMITS PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, SHOWN. ANY ADDITIONAL MINOR STRUCTURES UTILITIES THAT MAY BE TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALLL BE CONSIDERED INCIDENTAL WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR TWO COPIES OF ALL MANUFACTURERS LITERATURE. 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. DUE TO HIS/HER OPERATIONS. IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. % REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY CONDITIONS. SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SHAWNEE DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN MAGISTERIAL DISTRICT. 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM FREQUENCY 122.7 MHZ. ALL CLOSED MARKINGS REQUIRED FOR THE WORK AREA 27, THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. R.A. (RURAL AREAS). WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. 11. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL / IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL. \ WESTVIEW BUSINESS CENTER \ / CLEARING & GRUBBING, WETLAND CLEARING WINDSOCK LOCALI ZER ANTENNA f-- R/W FILLET -!- I \ EXISTING SHENANDOAH�. L _ _ _ - �) �---- -- 500'--- CONSTRUCT-- -� FOR EXIT TAXIWAY 1 \ 1" A36 STEEL PLATES GAS COMPANY 6' LINE - - - - - - -�- - - - - - - \ - ACR I I / PAPI �\ CONSTRUCT R/W FILLETS IN (12" WIDE) I C7) I 1 - --. 1 - CONSTRUCT GENERAL I I ExST G NO PAY ITEM I ?50' RWSA TYP -�FOR EXIT TAXIWAYS 250' RWSA TYP. AVIATION APRON �REILS RUNWAY SAFETY AREA I I RUNWAY SAFETY AREA aI �' 500 x 1I000' F \� 0 500' x 1000' - �\ -_- } 5500' x 100' BASELINE 'R' STA. 10+00� � 1- �� - � STA. 65+00 200' RWSA TYP. EXISTING \� BM E, ogM 7 BM g C2O ' RWSA TYP. o BM 9 BM 10 TWSA- 79' TYP\ -I - � PAPI 500' � \ PROPOSED TWSA 79' TYP. -- - -- -- - -- -- -- - -- -- - � � I _ _ _ _ � BASELINE 'A' = - - - -- - - - - - - - I� -�- - - - - - - - - - - / RELOCATE TTTTTT T T T TTTTTTTTT _L .1 J. 1 1 1 1 1 1 l_L1 1 1 _L_L1 l7 Q A \ A\ HANGAR 1' APRON / TAXIWAY 'A' - '1 ,❑ �. CORPORATE HANGAR �'i �� TERMINAL- I HANGAR �TO BE REMOVED a `r -m" FF��c K R 1 � -I � -CAR T-HAN(�AR�, T -HANGAR ��, ,I '� ROTATING ILC3) " PARKING CONTRACTORS HAUL ROUTE I� BEACON ''' \ RELOCATED 2� CONTRACTORS STAGING AREA ` �_ CORPORATE 77_«zs� _ __ - (� HANGARS CORPORATE HANGAR t s SITE PREPARATION _ (NON-AIP) CONTRACTOR'S EMPLOYEE PARKING - - - - D A TOPSOIL- STOCKPILE AREA AIRPORT ROA STATE ROUTE 645 A INSPECTOR'S TRAILER BORROW AREA WASTE AREA I FREDERICK CO PLANNING REQUIREMENTS BEM MDK 5-5-94 1 -� ®EL TA AIRPORT CL", % SULTANTS INC. Aw- engineers - gunners Richmond, Virginia Charlotte, !North Carolina LT II (jf, Kenneth W. Bfommer P. E Reg. No. 12995 c SS�ONAt ENG� BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 % 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54-50.20 99.96' RT 699.70 10 i 65+00.24 100.00'RT 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9302GENL.DWG SH T300 DRAWN BY: JOB NO, DESIGNED BY: SHEET 3 SCALE: OF DATE:71 �L NO. 1 REVISIONS I BY I APP. I DATE GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE CONSTRUCTION AREA. ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE FLASHING LIGHT (DAY OR NIGHT). RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND CONTROL DUST. COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT 2. CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS THAT SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, AND MULCH. SEEDING AND MULCHING ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL . THE HAUL ROUTE WILL BE A PART OF CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE BE ALLOWED IN THE CONSTRUCTION AREA. THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A - PAY ITEM. CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING �\ UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE AN APPROVED EQUIVALENT. BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 3, THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED F� UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK BEGINNING CONSTRUCTION. COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL j ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE DEMOLITION NOTES: STOCKPILE LIMITS OR APPROVED HAUL LIMITS. CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR REFERENCED ITEMS. 1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAYlTAXIWAY LUMP SUM PRICE FOR DEMOLITION. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE GILBERT W. CLIFFORD & ASSOCIATES, INC. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT 200 N. CAMERON STREET THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WINCHESTER, VIRGINIA 22601 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE APPLE MAPPING, INC. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE FREDERICK COUNTY AIRPORT STRUCTURES. CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 1319 BUCHEIMER ROAD FREDERICK, MD 21701 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS a0 UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ENGINEER. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS r ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY REMOVED. / THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL 5. ONLY GENERAL LIMITS OF PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, SHOWN. ANY ADDITIONAL MINOR STRUCTURES OR UTILITIES THAT MAY BE I TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALL BE CONSIDERED INCIDENTAL WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR TWO COPIES OF ALL MANUFACTURERS LITERATURE. \% SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. DUE TO HIS/HER OPERATIONS. IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. Ri 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SHAWNEE CONDITIONS. i \ DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN MAGISTERIAL DISTRICT. ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE FREQUENCY 122.7 MHZ. ALL CLOSED. MARKINGS REQUIRED FOR THE WORK AREA 27. THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM SHALL BE INSTALLED AS THE FIRST YTEM OF WORK. R.A. (RURAL AREAS). PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. 11. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL / IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL. / \ WESTVIEW BUSINESS CENTER CLEARING & GRUBBING, WETLAND CLEARING WINDSOCK Iy y Y Y L ,✓ .�` y . LOCALI ZER ANTENNA I I I L ---` 1--_ y� 1 y J� y. L �L y� y 1 __-__ O \ __--._-_.- ��----------- (A) CONSTRUCT R/W FILLET EXISTING SHENANDOAH-4 L - _ O O 1" A36 STEEL PLATES I FOR EXIT TAXIWAY \ GAS COMPANY 6" LINE �� - - - - -� - - - - - - --- I -- -- - ---- - - - - - -�-- - - - I +- - - ~' - - ~ - - - _ _ ACROSS S.R. 728 I I �� -- (12" WIDE PAP( �� CONSTRUCT R/W FILLETS _ CONSTRUCT GENERAL �� EXISTING ' ■ FOR EXIT TAXIWAYS NO PAY ITEM i 250' RWSA TYP. 250' RWSA TYP. AVIATION APRON REILS RUNWAY SAFETY AREA RUNWAY SAFETY AREA ■ �\ I I } � - - - aea' - 5500'_ X_ 100 - - BASELINE 'R' -- -----� • • • • \\ I I STA. 10+00 - - ._.- - - - - - �- \ ------ - ---- - - - - �- I -- - - - - -- • ISTING \ p 1 p 0 0 BM 9 STA. 65+00 200' RWSA TYPt BM I 200' RWSA TYP. ■ rEX TWSA_79 TYP\ BM 6 BM 8 ■PAPI BM 10 I- 500' -� - - - - - _�\-13ROPOSED TWSA 79' � BASELINE _ $ J RELOCATE T�T�T�T T T �T�T�T_L 1 1 1 1 LTlT1TIT1 1 I � I� i p 111 /O O HANGAR APRON TAXIWAY �A -; l- - 04 r i -- I �1 �. I CORPORATE HANGAR TERMINAL iI I �� � � HANGAR L_ _ _ _ .� O TO BE REMOVED IL o� OLg gUFFU ` �� -' T-HANGAR L - - J T HANGARS ROTATING '0 3 / CONTRACTOR'S HAUL ROUTE � BEACON � PARKING ' ----- - RELOCATED 2� CONTRACTOR'S STAGING AREA __ ___-_=_ - --- CORPORATE HANGAR CORPORATE HANGARS SITE PREPARATION - 3� CONTRACTOR'S EMPLOYEE PARKING (NON-AIP) _ ----'_ - AIRPORT ROAD TOPSOIL STOCKPILE AREA _ STATE ROUTE 645 5� INSPECTOR'S TRAILER © BORROW AREA (� WASTE AREA I I FREDERICK CO PLANNING REQUIREMENTS 1 BEM I MDK 1 5-5-94 NO. REVISIONS BY I APP. I DATE ®EL TA AIRPORT CONSUL TANTS INC, engineers - planners fRichrrrond, Virginia Charlotte, (Worth Caroline vti�,;�L•�N ��F Kenneth W. 8romnw P.E. Rep. No. 12995 O�FSSIO N A L ENC'\�0 BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 GENERAL LAYOUT 9302GENL.DWG SH T300 DRAWN BY: JOB NO. AER VA 9302 DESIGNED BY: SHEET MDK 3 SCALE: OF 1 " = 300' WINCHESTER REGIONAL AIRPORT I DATE: JULY 1993 1 71 �JgYr98 CD 4 ti GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (ADA) SHALL BE MARKED CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE CONSTRUCTION AREA. ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE FLASHING LIGHT (DAY OR NIGHT). RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND CONTROL DUST. COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY 2. NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO AND MULCH. SEEDING AND MULCHING ON THE HAUL ROUTE WILL BE A PART OF ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LOOSE MATERIALS THAT COULD BLO INTO AIRCRAFT OPERATIONS AREAS SHALL CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE BE ALLOWED IN THE CONSTRUCTION AREA. THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A C�-'�_ CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING PAY ITEM. UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED AN APPROVED EQUIVALENT. BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). -'�- UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO 15. THE TAXIWAY AND/OR RUNWAY LIG TS SHALL BE DE -ENERGIZED OR PROPERLY 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK BEGINNING CONSTRUCTION. COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM). - -� ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND 16. THE CONTRACTOR SHALL PROVIDE.O-RING JOINTS FOR ALL REINFORCED IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH CONCRETE PIPE INSTALLED UNDER HIS PROJECT. THE CONTRACTOR SHALL ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE DEMOLITION NOTES: SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS OR APPROVED HAUL LIMITS. CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS. NO SEPARATE MEASURE ENT WILL BE MADE FOR THE ABOVE 1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR REFERENCED ITEMS. (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE THE COMPLETE DURATION. LUMP SUM PRICE FOR DEMOLITION. \ 17. ALL MANHOLES, DROP INLETS, ANDSTRUCTURES WITHIN THE RUNWAY/TAXIWAY `J 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE WHEEL, WEIGHT 60,000 POUNDS, TI E PRESSURE 200 PSI. CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE GILBERT W. CLIFFORD & ASSOCIATES, INC. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT 200 N. CAMERON STREET THE CENTER OF THE MANHOLE SECT ON UNLESS OTHERWISE NOTED. WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WINCHESTER, VIRGINIA 22601 19. LENGTHS OF DRAINAGE PIPES ARE GI EN FROM CENTER OF MANHOLE TO CENTER 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE APPLE MAPPING, INC. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE i FREDERICK COUNTY AIRPORT STRUCTURES. CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 1319 BUCHEIMER ROAD FREDERICK, MD 21701 21. TOPSOIL SHALL BE STOCKPILED ON Y IN THE AREA SHOWN ON THE PLANS 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED 00 UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ENGINEER. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY REMOVED.01- THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT EQUIPMENT, TOOLS, MATERIAL, ETC IN THE CONTRACTOR'S STAGING AREA, 5. ONLY GENERAL LIMITS OF PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE STRUCTURES TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE UNLESS PRIOR ARRANGEMENTS ARE AIDE WITH THE ENGINEER. SHOWN. ANY ADDITIONAL MINOR WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS ENCOUNTERED AND NOT SHOWN ON THE PLLANSANS SHALLL BE CONSIDERED INCIDENTAL UTILITIES THAT MAY BE TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS, WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR TWO COPIES OF ALL MANUFACTURE S LITERATURE. 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. DUE TO HIS/HER OPERATIONS. IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SH,AWNEE CONDITIONS. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN MAGISTERIAL DISTRICT. 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM FREQUENCY 122.7 MHZ. ALL CLOSED, MARKINGS REQUIRED FOR THE WORK AREA 27. THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION SHALL BE INSTALLED AS THE FIRST ITEM OF WORK. R.A. (RURAL AREAS). WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. 11. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND r� O PERSONNEL. / \ -- \\ WESTVIEW BUSINESS CENTER CLEARING &BING, WETLAND CLEARING WINDSOCK \� i'\ LOCALIZER ANTENNA I IF 1 - -- 1 vv - CONSTRUCT R/W FILLET EXISTING SHENANDOAH �t� L _ _ ___ _ _ _ - (� 500'� "-- I \ U 1 " A36 STEEL PLATES I FOR EXIT TAXIWAY � \ I I f GAS COMPANY 6' LINE - - - - -� - - - -� - - - - - �\ - - -- - - - -� - - - -- - - - -- - - � - - - ACROSS S.R.. 728 I I - -- ---- \\ ---- -- -- --- -- --� (12" WIDE) I O I I PAPI■ CONSTRUCT R/W FILLETS - 1 CONSTRUCT GENERAL I EXISTING `,, NO PAY ITENV I RUNWAY SAFETY AREA • ■ \\ FOR EXIT TAXIWAYS f REILS RUNWAY SAFETY AREA \\ 250' RWSA TYP. _ 250' RWSA TYP. AVIATION APRON j 500' x 1I000' �--- _-------�� 5 x 1 0 0 �' 00 I I STA. 10+00 _ 5 __' X_ 100 BASELINE 'R'_ - - �� - �t_ a90' -50 - - - - - ---- --- - - -- -- ��STA. 65+00• • • • \ J EXISTING \ o 0 o r2OO' RWSA TYP. o BM 9 ■ \200' RWSA TYP. TWSA79' TYP\ BM 6 BM 7 BM 8■ PAPIBM 10r500' - -- - �-PP�POSEDTWSA79' TYP. -\.�BASELINE .A. �------ '' Imo'- -- ---- - - 311 , /O -- --- - __ RELOCATE T1TlT1T T T 1T1T1T1 1T1 _L J_ J_ _L 1T1 p APRON TAXIWAY W I �.�. Q oa \ O HANGAR 1 I L- - -1 - 1 CD °s 1 i ® 2A_::i� --T- T_ I -- --------- - �� / ----- �� CORPORATE HANGAR TERMINAL I HANGAR� _ - _ i TO BE REMOVED 0 , � a ,� pq K ROA I - �� , � I I - � / CAP T-HANGARS RUr T I,1 I I I J T-HANGAR L_-- I CONTRACTOR'S HAUL ROUTE 2� CONTRACTOR'S STAGING AREA CONTRACTOR'S EMPLOYEE PARKING ® TOPSOIL STOCKPILE AREA 5� INSPECTOR'S TRAILER © BORROW AREA 70 WASTE AREA I I FREDERICK CO PLANNING REQUIREMENTS I BEM I MDK 1 5-5-94 ROTATING BEACON ' a amp- --_- -- _-- - -- - - ----- - AIRPORT ROAD - ST ETA ROUTE 645 DELTA AIRPORT CONSULTANTS ,y INC. engineers - planners Richmo�d Virginia Charlotte, (Worth Caroline \� PARKING -CORPORATE - RELOCATED CORPORATE HANGAR HANGARS SITE PREPARATION (NON-AIP) 1 ° ,;v�.�'►-ice Kenne4h W. Brommer P.E. Reg. No. 12995 O��SSIONALENG� BENCHMARK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99.91' RT 706.48 9 54+50.20 99.96' RT 699.70 10 65+00.24 100.00'RT 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9302GENL.DWG SHT300 DRAWN BY: JOB NO. AER VA 9302 DESIGNED BY: SHEET Mo� 3 SCALE: OF 1 " = 300' DATE: 71, DULY 1993 NO. REVISIONS BY I APP. I DATE �Afl, O.�-O- N/F CUSTER, TRUSTEE D.B. 75J PG. 367 M STONE FAV L34 1 i " • N/F CARPER S VALLEY GOLF CLUB L.P. rr sWA i 1 L36 D.B. 762 PG 808 STA. = 3+24, 79 IT _ 1 599. 16' L T RUNWA Y L33 j - - - `, ` i 14/32 j L37 N11F W/NCHrSTER OFFICE I 12C 40' ' CENTER L 1441 TED PAR TNERSI*F' I, D.B. 691 PG. br GB D . 677 PG 487 ` GI ` 1 L3"2 IT i, 12A %F WORCO I y 7.B 634 PG. 51 Z'/ STONE �D ` ' (' L31 •� L30 , i �/8. ��\ IT, AR IT fN0 C L29 *IF GOLLADA Y / I \ NIF L27 I/A�- - J L25 #:B 4,07 PG. 96 / r I NICHOL SON • _ RA / N/Fi � _ _ - z D. B. 245 PG_ 216- -✓ L 28 0 o z LB N F ! BEA VLxR A U C> BEA VER -� o. B 423 REAR D.B 423 / PG. 252 \ w to `•,:\,, O PG 252 \ o �� 7° : ` _Az, O , s m RT 776 \ ` N/F BEA VCR RA D. B. 322 PC 526 -� 7(j F? LB HE HE a RA RA NI CARPER'S VALLEY GOLF CLUB L.P. D. B. 762 PG 808 8' GRA t£L CAR r PA rH CYO POST _00- (CM L/NE L38 \ \ . 1 SHENANDOAH GAS CO. RIGHT-OF-WAY AR FA69 `11 (50' MAX WO rH) 1 I 1 I I I I I I L39 • 307.6 A CRE-S C/L RUNWAY 14 1 :1 N/F DICK N/F COVERSTONE D. B. 568 PG 769 ' D.B. 222 PG. 231 L40 1/2" III FND. O BASE OF 24' OAK L41 N/F GLAIZE & BROS. D.B. 721 PG 113 CORNER POsI - Fw N 464040" W 5500' a i CONC MONUMENT �' CON MO M NT STA. = 35+00 STA. = 4 + 15 - _ T RUNWAY 100.00 RUNWA Y 14/32 14/32 _ T 77 19' R RUNWAY 2 C �, L20 1 r TNo. z `I1 U 9 , (� `I z1 3, I 1 z L 2 4 v `�� z z c> g •` ICE a m PG 276 \�R,�$��. _ 776 % \ wA r RvE E ,g> 1 4� \N 30, *5C,PTl LI a,-111 (� �, CS L15 �4 L17 GB L16 50, LI ----- �- ---� _------ _ _----Qn - GB LI o/tvt 1`A6LE 1 w rx; ° L ,.` / , f .•1 . CHORD GEARING _ DEL TA C1 7� 22 60m 92.2,3 28 11m 46. 18 14.07m 92. 18 - 261Orn N 44'45 �'2" W� _ _ 0702'46" C2 219266' 568 J2m 496. 74' 151. 41m 249. 44' 76.03m 495.67' 151 08m N 54 46 09" W 125848" C3 4089.57' 1246.50m 269.90' 82.27m 135.00' 41. 15m 269.85' 82.25m S 5922 07" E 03 46 53" C4 16405.18' 5000. 30m 510. 62' 155. 64m 255, J3' 77 82m 510. 60' 155. 63m S 6122'03" E Ol '47 00 " C5 725. 00' 220. 98m 103 10' 31. 43m 51. 64' 15 74m 103 02' 3L 40m S 56 24'12 " E 08 08 53" C6 1795- 27' 547 2Om 114. 24 ' 34. 82m 57.14 ' 14. 42m 114. 22' 34. 81m S 38 41 50 " W 0,3J845 " LINE L 1 _ P/,,TCg77ON S 5573'15 DISTANCE 1689 89 ' 515.08m L2 S 1133'11 " W 93 92' 28.6.3m L3 S 11 42 38 E 443. 12' 135. 06m L 4 S 507 '12" W 369. 00' 112.4 7m L 5 N 41 '13 59 " W 128. 98' 39. 31m L 6 N 48'16'45 ` W 270- 27' 82. 38m L7 N 617533" W 427.72' 130.37m L8 N 572840W 107 02' 32.62m L 9 N 32 31 20 " E 25.00 ' 7 62m L 10 N 572840" W _ 169. 32' 51.61m L 11 N 34 51 57" E 713. 06 ' 217 34m L 12 S 34 51 57" W 746.31 ' 227.48m L 13 N 62'15 33 " W 516 00' 157 28m L 14 N 60 28 33 " W 928.85 ' 283. 1 lm L 15 N 54 33 00" W 145. JO' 44.29m L 16 N 52*19'41 W 2351.25 716.66m L 17 N 30'4 7 48 ' E 612.84 ' 186. 79m L 18 N 59 02 16 W 387 70 ' 118.17m L 19 N 2543 07 E 317 71, 96.65m L20 N 590746 W 616.25 18783m L21 S J1 45'14 W 314.22 95.78m L22 N 58'4842' W 30.00' 9.14m L23 N 31 '45 14 E J14. 05' 95, 72m L24 N 59 0756 W 635.67 193 75m L 25 N 23 5138 ' E I 232. 72 70 9 m -_ LINC ., - DISTANCE L2'6 _01RCC1"TIOlY N 60WW 409. 47' 124 elm L 27 N 26 09 :36 "7 58. 77' 17 91 m L28 N 7056 33 ' W 739.94 ' 225.54m L 29 N 28 26 O1 ' E 564. JO 17 .00m L30 N 61 '11 '45 ' W 746.94 227.67m L31 N 573531' E 145.24' 4 4_2 7m L 32 N 56 57 34 , E 599.43 182. 71 m L 33 N 20 31 '12 ' E 575.12 175. 30m L 34 S 58 33 06 ' E 1339.57' 408.30m L 35 _ S 58 25 33 ' E 100.00' 30.48m L36 S 38'16 03' W 581. 79' 17173m L37 S 46 40'40" E 1578, 90' 481.25m L38 N 25*41:52" E 121.20' 36.94m L 39 S 64 20 12 " E 2358.36 718,81m L40 S 085452" W 411.34' 125. ISM L 41 S 56 27 27" E 845. 50' 257. 71 m L 42 S 27 T 6 '4 4" E 2090.61 ' 637.22m L 43 N 52 20 11 " W 171 23' 52. 19m L 4 4 S 27'13 00 " E 192. 31' 58.62m L 45 N 61 '11 '45 " W 67 45 ' 20. 56m L 46 N 56 02 31 " E 884 39' 269 51m L 47 S 56 0231 " W 885.57 269.93m L 48 S 56 02 31 " W 956.29 ' 291.48m L49 N 002132" W 7200' 21.95m 1 1 FREDERICK COUNTY PLANNING REQUIREMENTS 1 BEM 1 MDK 15-5-94 NO. REVISIONS BY 1 APP. i DATE N/F GOLLADA Y 0.8 170 PG. J98 N 61i1'4S" W 746.94' N/F BEA VER D. B. 423 y�% PG. 252 1/ QQ / N/F BEA VER D.8 423 PG. 252 28 N/F BEA VER p DO 322 PG 526 -REV sw0. N HWY WON ENO, R r. 776 DETAIL '; '1 ('NOT TO SCALE) OLD CORACR POST ENO. SEE N07E 7 367 W 16 25' s6 \L24 N g9-07 a z -W 635.67 N 59 6' L23 + ` c z % N/F ASHBY m v < \m D.B. 556 PG. 8J9 w L21 L22 N 58'4841' W 30.00. � Rr r CRIPr�VE ESM 30' PRE NOTE 4) DETAIL "C' (NOT TO SCALE) NO TES: 1) THIS PL A T HAS BEEN PREPARED WI THOU T THE SENEF7 T OF A 7-1 TLE REPOR T AND DOES NOT NECCESSARIL Y INDICA TE ALL ENCUMBRANCES ON THE PROPERTY 2) IMPRO VEME-N TS HA VE NO T BEEN L OCA TED B Y THIS SUR VEY AS PER WRI rrEN A GREEMEN T Wl TH THE CL lEN T. 3) UNLESS OTHERWISE INDICATED ON THIS PLAT, 5118" CAPPED REBAR WILL BE SET SET A T AL L PROPER TY CORNERS. PROPER T Y CORNERS AL ONG 30' PRESCRIP TI VE FA SEMEN T W1L L BE OFFSET 15' 4) FIEL D MEASUREMEN TS, INFORMA TION FROM ADJOINING OWNERS OF L ONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW RT 776 AND rHE MAJORITY OF OLD RT 645 TO BE A JO' PRESCRIPTIVE EA SEMEN T ONL Y THIS SUP VE YOR FOUND NO CON VE YANCES FOR PURL IC USE AMONG THE LAND RECORDS. 5) THIS AREA OF LAND APPROXIMA TEL Y 107' x 60' IS PART OF PARCEL B" AS SHOWN ON PL A T OF SURVEY BY H. BRUCE EDENS, DA TED 3 OCTOBER 1972 A NO RECORDED WI TH A DEED DA TED 14 NO VEMBER 1972 IN D. B. 399 PC 303 CONVEYING PARCEL 'B" TO WOODROW W HALL, ET AL. THE "CLEAR ZONE EASEMENT" DENOTED AS PARCEL 4A ON EXHIBI r A " A TTACHED TO THE COVENANT AND A GREEMEN T RECORDED IN D.B. 516 PG. 562 DATED 31 AUG. 1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS N/F NORTH FREDERICK REAL TY D.B. 721 PG 113 LI ZONING LEGEND RA - RURAL AREA RP - RESIDENTIAL PERFORMANCE LB - LIMITED BUSINESS GB - GENERAL BUSINESS IT - INDUSTRIAL TRANSITION LI - LIMITED INDUSTRIAL GI - GENERAL INDUSTRIAL MH - MOBILE HOME HE - HIGHER EDUCATION L4L tIAIW I NAF GLAIZE z o AP i I O.B. 607 PG. 669� STA. .• r+53.81 i N/F GLAIZE I N/F GLAIZE 1/2 DeA 545,4E L T. RUNWAY; D. B. 607 PG. 661 0.8 607 PG. 6.-_ f /4 STA. = 88+98.85 /32 -� I ' ` _I - ' N/F GLAIZE 29 / 560.31' LT. RUNWAY 0 B 679 PG. 69 L2 W. . A. A\ \ ' 14/32 f RA �h C6 I L1 •- RERAR PG. ( 1427 174/S PARCEL HAS BEEN RECENT( Y L43 FNp. /�1 / PURCHASED BY W.R.A.A BUT HAS �� L44 ' _ -- __ --- I r NOT BEEN SURVEYED IN THE FIELD rr11 i �• „' BY THIS SURVEYOR. _u 1"1 --- _--- ----------- -0 n i 5D 54'1NGRESS/EGRESS _---r---- . 4 ACRES �x o EASEMENT 1 I 1 C%L PROPOSED sraw ` I LL 1/2' i 'In � : � \ RT 728 FlVD ^^ RA I it �o I L4•/ / 1 Q 5 l I 0 1 � W 1 2 L6 `CI 30' PRESCRIPI7VE ESM'r C25 1 L_;a ---- -- J 1 -- - ---- L 12 - 1 50' � ) 1 I L10 1 �i L13 L8 I _ 25 4Awd I ' 44 645 RT 67 PG. JROA� D 8 5 _ J AI RPQR .8 671 PO g50 D RA N/F CARPER S VALLEY GOLF CLUB L.P O.B. 762 PG. 808 LARGE TREES ON BOUNDARY LINE W TH FENCE REMAINS j L39 8' GRAVEL CART PA 1H 245' WR.A.A. DETAIL "D (NOT TO SCALE) 6) "0. LEE GARBER, HIS HEIRS AND ASSIGNS AS SUCCESSORS IN TITLE TO THE SA ID ADJACEN T L AND, ARE GRAN TED A PERPETUAL EA SEMEN T FOR USE OF THE WA TER FROM THE EXISTING WELL ON TRACT 5 - D AS WELL AS AN EASEMENT OF RIGHT-OF-WAY FOR INGRESS AND EGRESS FROM GARBER S L AND TO AND FROM THE SAID WEL L FOR WA TER L INE PURPOSES. DEED BOOK 544 PAGE 708. ?) TNIS 30' WIDE PORTION OF W.R.A.A. PARCEL *11 WAS CONTAINED IN THE PARCEL ACCORDING TO DEED BOOK 18J PAGE 444, WHERE R CLERK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES AL T AND DAISY M. AL BY DEED DATED 13 SEPTEMBER 1942 THIS SURVEYOR FOUND NO INFORMA TION AMONG THE L AND RECORDS WHERE l T HAD BEEN CONVEYED AWA Y FROM THE ORIGINAL PARCEL. 8) THIS 20' RIGHT-OF-WAY IS SHOWN ON PLAT OF SURVEY RECORDED WITH PARCELS " 12A & 12B" RECORDED W1 TH DEED OA TED 27 AUG 1971 DEED BOOK J80A T PAGE 588 DEL TA AIRPORT CONSULTANTS INC. i engineers - pianners Richmond, Virginia Charlotte, North Carolina C6 AREA EXCLUDED * FROM PL A T FOR L39 CONVEYANCE TO S 5270 11 ' E W R A. A IN 1 71.23' AREA EXCEPTED & RESERVED IN �- D.B 671 PC. 857 D. B. 659 PG 175 4, �� (6,968 SO. FT.) J -- (A.K.A. POWLEN EOUIPMENT CO. TRACT L40'9?J/N DESCRIBED BY SURVEY OF R U GOODS DA rED NOV 27, 1968) W DETAIL "A " SCALE 1 " = 000' NOTE: PERIMETER SURVEY TAI4<EN FROM PLAT OF WINCHESTER REGIONAL AIRPORIT AS PREPARED BY DOVE AND ASSOCIAITES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 22601 DATED AUGUST 1992, AND REVISED OCTOBER 2, 1992 GRAPHIC SCALE 400 0 200 400 800 1 inch 400 ft. BOUNDARY AND ZONING WINCHESTER REGIONAL AIRPORT DRAWN BY: JOB NO. SIT VA 9302 DESIGNED BY: SHEET MDK 3A SCALE: ' of 1 = 400' 71 DATE: JULY 1993 NO. GENERAL NOTES: HAUL ROUTE NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 12. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE 1. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. EQUIPMENT AND VEHICLES CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO AND ON THE WORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL BE MARKED CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE CONSTRUCTION AREA. ALL HAUL ROUTES PARALLEL TO THE RUNWAY AND WITH A 3' X 3' ORANGE AND WHITE CHECKER FLAG (DAY ONLY) OR YELLOW OF WATER AND CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER TAXIWAY SHALL BE OUTSIDE OF THE RUNWAY AND TAXIWAY SAFETY AREAS. THE FLASHING LIGHT (DAY OR NIGHT). RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, HAUL ROUTE ACROSS THE ENDS OF THE RUNWAY SHALL BE AT LEAST 500' OUT IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO FROM THE RUNWAY THRESHOLD. PLACEMENT OF HAUL ROUTES SHALL BE 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND CONTROL DUST. COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER. FACILITIES (I.E., GAS LINE, AIRPORT LIGHTING, NAVAID, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE LOCATION OF ALL UTILITIES AND FACILITIES (IF 13. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT 2. NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF TAXIWAYS AND APRONS SHOWN) ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR OPERATIONS AREAS. ALL LOOSE MATERIAL (DIRT, STONE, PAVEMENT, FORMING, THAT ARE NOT ON THE HAUL ROUTE WITHOUT APPROVAL FROM THE ENGINEER. BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL CALL MISS UTILITY ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE OF VIRGINIA, AT 1-800-257-7777, FOR HELP WITH LOCATING UTILITIES. CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF 3. UPON PROJECT COMPLETION THE CONTRACTOR SHALL RESTORE THE UNPAVED AREA OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO PORTIONS OF THE HAUL ROAD TO A SMOOTHLINE AND GRADE AND TOPSOIL, SEED, ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL AND MULCH. SEEDING AND MULCHING THE HAUL ROUTE WILL BE A PART OF CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE BE ALLOWED IN THE CONSTRUCTION AREA. . THE SEEDING AND MULCHING PAY ITEMS. THE PLACEMENT OF TOPSOIL IS NOT A CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROTECT THE EXISTING PAY ITEM. UTILITIES AND FACILITIES FROM DAMAGE DURING HAULING OPERATIONS. 14. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR 4. THE HAUL ROAD SHALL NOT RESTRICT DRAINAGE. MAINTAIN POSITIVE DRAINAGE AN APPROVED EQUIVALENT, BY PROPER GRADING, USE OF CULVERTS, ETC. (NO PAY ITEM). 3. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED UTILITIES OR FACILITIES (I.E. AIRPORT LIGHTING, NAVAIDS, ETC.) PRIOR TO 15. THE TAXIWAY AND/OR RUNWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY 5. NO CONTRACTOR TRAFFIC SHALL BE ALLOWED TO USE PORTIONS OF OLD BUFFLICK BEGINNING CONSTRUCTION. COVERED ON ALL CLOSED SECTIONS OF TAXIWAY OR RUNWAY (NO PAY ITEM'). ROAD OUTSIDE OF THE HAUL ROUTE SHOWN ON THIS PLAN. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC., SHALL BE RESTORED TO A SMOOTH LINE AND 6. THE CONTRACTOR SHALL REPAIR IMMEDIATELY, ANY SETTLEMENTS THT MAY OCCUR GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH 16. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED IN RUNWAY OR TAXIWAY SAFETY AREAS AS A RESULT OF HAULING OPERATIONS. ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED INSTALL STANDARD STEPS (ST-1) IN ALL MANHOLES AND DROP INLETS. THE DEMOLITION NOTES: STOCKPILE LIMITS OR APPROVED HAUL LIMITS. CONTRACTOR SHALL INSTALL INLET SHAPING (IS-1) IN ALL MANHOLES AND DROP INLETS, NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 1. THE ITEMS SHOWN AND LABELED ON THIS PLAN TO BE ABANDONED OR REMOVED 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR (PIPE, INLETS, ETC.) EXCEPT PAVEMENT REMOVAL SHALL BE REMOVED UNDER THE THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY/TAXIWAY LUMP SUM PRICE FOR DEMOLITION. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: SAFETY AREAS SHALL BE DESIGNED AND CAST FOR AIRCRAFT LOADING: DUAL 2. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE WHEEL, WEIGHT 60,000 POUNDS, TIRE PRESSURE 200 PSI. CONTRACTOR (EXCEPT ELECTRICAL FIXTURES). ALL SUCH MATERIALS SHALL BE GILBERT W. CLIFFORD & ASSOCIATES, INC. 18. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO REMOVED FROM AIRPORT PROPERTY AND DISPOSED OF IN A MANNER CONSISTENT 200 N. CAMERON STREET THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. WINCHESTER, VIRGINIA 22601 19. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM CENTER OF MANHOLE TO CENTER 3. ANY ELECTRICAL FIXTURES THAT ARE REMOVED AND NOT RELOCATED SHALL 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: OF MANHOLE WHERE MH OR DI STRUCTURES ARE USED. REMAIN THE PROPERTY OF THE OWNER AND BE STORED ON -SITE AT A LOCATION DESIGNATED BY THE OWNER. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE APPLE MAPPING, INC. 20. LENGTHS OF DRAINAGE PIPES ARE GIVEN FROM OUTSIDE EDGE OF ENDWALL DISPOSED OF BY THE CONTRACTOR IN A LAWFUL MANNER AND SHALL BE FREDERICK COUNTY AIRPORT STRUCTURES. CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 1319 BUCHEIMER ROAD FREDERICK, MD 21701 21. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS 4. BITUMINOUS PAVEMENT WILL BE PAID AS BITUMINOUS PAVEMENT REMOVAL BASED UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ON ACTUAL SQUARE YARDS REMOVED. CONCRETE PAVEMENT WILL BE PAID AS 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ENGINEER. CONCRETE PAVEMENT REMOVAL BASED UPON THE ACTUAL SQUARE YARDS ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY REMOVED. THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF 22. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL POSITION ALL ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE CONTRACTOR'S STAGING AREA, 5. ONLY GENERAL LIMITS OF PAVEMENT REMOVAL AND DEMOLITION ITEMS ARE TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE ENGINEER. SHOWN. ANY ADDITIONAL MINOR STRUCTURES UTILITIES THAT MAY BE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS ENCOUNTERED AND NOT SHOWN ON THE PLANS SHALLL BE CONSIDERED INCIDENTAL WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS 23. PROVIDE THE OWNER WITH A MARKED SET OF "AS BUILT" PRINTS AND PROVIDE TO THE DEMOLITION AND WILL BE NO ADDITIONAL PAY ITEMS. ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR TWO COPIES OF ALL MANUFACTURERS LITERATURE. SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE 6. EXISTING PIPES ABANDONED IN PLACE SHALL BE PLUGGED. PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT PROPERTY REFERENCE IS DIRECTED TO SECTION 50-50 OF THE SPECIFICATIONS. DUE TO HIS/HER OPERATIONS. 7. ANY INTERRUPTION OF SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, 25. THE CONTRACTOR SHALL NOT CROSS ANY RUNWAY OR TAXIWAY PAVEMENT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL PROVISIONS PERTAINING REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE TAXIWAY AND TO RUNWAY AND TAXIWAY CROSSINGS SHALL APPLY. RUNWAY LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL 10. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY REMAIN READY FOR OPERATION FROM DUSK TO DAWN AND DURING IFR WEATHER SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE AIRPORT MANAGER. 26. THE WINCHESTER REGIONAL AIRPORT IS LOCATED WITHIN THE SHAWNEE CONDITIONS. DURING ANY WORK WITHIN A RUNWAY OR TAXIWAY SAFETY AREA OR ON AN MAGISTERIAL DISTRICT. ACTIVE AIRCRAFT APRON, THE CONTRACTOR SHALL MONITOR THE UNICOM 8. THE GROUP 44 HANGAR SHALL BE DISMANTLED AND RECONSTRUCTED AT THE SITE FREQUENCY 122.7 MHZ. ALL CLOSED_ MARKINGS REQUIRED FOR THE WORK AREA 27. THE WINCHESTER REGIONAL AIRPORT SITE COMPRISES 338 ACRES AND ZONED INDICATED ON THE PLANS. DISMANTLING WILL BE PAID UNDER THE LUMP SUM SHALL BE INSTALLED AS THE FIRST ITEM OF WORK R A (RURAL ADCACI PRICE FOR CORPORATE HANGAR REMOVAL. RELOCATION AND RECONSTRUCTION O WILL BE PAID UNDER THE LUMP SUM PRICE FOR CORPORATE HANGAR RELOCATION. UPON NOTIFICATION OF AN AIRCRAFT EMERGENCY, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL. / \ �\ I / WESTVIEW BUSINESS CENTER CLEARING & GRUBBING WETLAND CLEARING WINDSOCK \ \ \ � Y W .✓ Y y W L v L � W W LOCALIZER ANTENNA\ I ' CONSTRUCT R/W FIL- _ _ -_ \ I \ EXISTING SHENANDOAH L - _ _ -__ _ \ 500'� FOR EXIT TAXIWAY \ 1 " A36 STEEL PLATES 1 GAS COMPANY 6' LINE V� - - - - - - - -y - - - - - - - - - -� - - - --� - - - �- - - -� - - - - - - - - - ACROSS S.R. 728 I O (12" WIDE) I 7 I PAPI• �\ CONSTRUCT R/W FILLETS 1 CONSTRUCT GENERAL EXISTING NO PAY ITEM 250' RWSA TYP •- FOR EXIT TAXIWAYS 250' RWSA TYP AVIATION APRON REILS RUNWAY SAFETY AREA RUNWAY SAFETY AREA - �� I I I 500' x 11000' •�--- --- -- -- -- ---------- - ��--- ----- -- ------ ----- -- --------- LET 500' x 1000' \ I \ 5500' X_ 100'-_----- BASELINE - ---- \_ - _ _ = STA. 65+00 • • • - - - - - - - STA. 10+00 • - ----- - - -- --- - - ----X\----- - - ----------------- - - 200 RWSA TYP. EXISTING \ T(2 \&BM 6 BM 7 &BM 8RWSA TYP. o BM 9 • BM 10_fTWSA79' TYP \ PAPI__�Ra:M]E_ TWSA79'TYP.-500'r BASELINE "A' ; I - - J 111 /\ _ _- J,i - RELOCATE T T T T T T T T T T T T T T T T T �i I l� U \ HANGAR APRON - I TAXIWAY 'A' 1 1 1 1 1 1 Q o o �1 j - \ r \ / ---- ----- CORPORATE HANGAR TO BE REMOVED TERMINAL O � q . \ I ROAD HANGAR L - - - -� cc �_ K �� - \D But L_-- ___ I �� CAP T-HANGARS U v `' ROTATING i T-HANGAR 1- - - J �i CONTRACTORS HAUL ROUTE CONTRACTOR'S STAGING AREA CONTRACTOR'S EMPLOYEE PARKING TOPSOIL STOCKPILE AREA INSPECTOR'S TRAILER BORROW AREA WASTE AREA FREDERICK CO PLANNING REQUIREMENTS I BEM I MDK 1 5-5-94 REVISIONS BY I APP. I DATE BEACON °o \ 30% i PARKING • - = RELOCATED -- ------------- CORPORATE CORPORATE HANGAR HANGARS SITE PREPARATION -- - -- _ - - (NON-AIP) AIRPORT ROAD ST ROUTE 645 DELTA AIRPORT CONSULTANTS, INC. Richmond, Virginia engineers - planners Charlotte, North Caroline LT If U,c o � Kenneth W. Bromm•r P.E. Rep. No. 12995 >(tC' OAFSSIONAL ENG\ 13ENCHMAIRK SCHEDULE BM # STATION OFFSET ELEVATION 6 30+00.00 99.90' RT 716.54 7 35+00.12 99.91' RT 712.71 8 45+00.10 99,91' RT 706.48 9 54+50.20 99,96' RT 699.70 10 65+00.24 100.00'RT 699.38 GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT DRAWN BY: 9302GENL.DWG SHT300 AER IJOB NO. VA 9302 DESIGNED BY: SHEET MoK 3 SCALE: OF -= 300' DATE: 7 1 JULY 1993 17t50 I FIELD REVISION NO. REVISIONS Ole Iluft \ rtiurUJtU tLtl, I hll,Hl UUL 1': \ WE FLANDS- _ PROPOSED DITCH. ................... `I \ EXISTING 6 F/M GAS LINE. PROPOSED SANITARY SEWER CULVERT INEPT ;1OTECTION. LOCATION IS APPROXIMATE. PROPOSED STORM SEWER CONTRACTOR SHALL VERIFY INLET PROTECTION � �� 22 - �4'1 %R Z r y y .+�-4'n„"': 11 G. �' � 1�a r M�.. L M r Y YAr r ► r y.,�� T r wt't N"Y. Yi M j�� i i#t.r�wrr • i 1Y �f Y.r rM V ... ....r �.•.fri M,Ir.,l �*,}y. .-u.�+.«...__.*}'.. _ .-_.. -. _ - — ill - 715 ,..,�'. 7 .3 --� 719.30 719.30 719.30 719.30 71914 718198 718.82 _ 66 -- --- 718.50 71 71 .18 7T8.02— 717.86 —. _' 7 .70 CD 3.20 - Y ter'- " 160' (TIP) \ ' r= - I EXIST rl4G 6" F/M GAS LINE LOCATION IS APPRQXIMATE. _ - � 720 1 5-„ c� N m ate ..........:.. _ EXISTING PA P I _:.."_.... _..w,.,. "M...,., r 2170 721.70 721.70 721.70 20' (T` P) EXISTING P''LLCAN 72.00 DRILL 722.00 7Z1.92 722.00 CONDUIT + + + ENTRY ON BACKSIDE J. r.., OF CAN 2© 'Y`�) 1 ` EXISTING PVq-�+�CONDUITS VERIFY CONDITION OF EXISTING DUCTS PRIOR TO TRENCHING I8 +00 MD 19 + 00 20+00 I 20450 21+00 22+00 MATCH LINE SHT.1423+1' VEL LA AIRPORT CONSULTANTS INC. engineers - planners Richmon4 Viro* Cftdoft North Carolina 23+ 50 24+00 25+00 26 +00 A D I NG AND DRAINAGE WINCHESTER REGIONAL AIRPORT 26+50 DRAWN BY: JOB NO. AER VA 9302 DEMONED BY: M D K SHEET SCALE „ _ � 0 , OF 9 DATE 72 JULY 1993 LML LEGEND ESS FOR THE DiRA*JON EXISTING ELECTRIC - ---- E ---- - EXISTING SANITARY SEWER ----------- EX|ST|N(l STORM SEWER EXISTING WATER VVATER - ----w EXISTING DROP DRC)P INLET EXISTING ELEx/AT|0N /588+ Ni EXISTING K4AyNHOLE 0 45OL PROPOSED EL|ECTR|C ~�~~~��E PROPOSED ELECTRICAL DUCT ED~~~-~�~ PROPOSED DITCH ^^^^^^^^^^^^^^`^^^^^^^ PROPOSED SANITARY SEWER PROPOSED STORM SEWEREXISTING UNDERGROUND PROPOSED DROP INLET01 SHALL VERFIRY'POSTW9 PRIOR T PROPOSED ELEVATION 15372 tCOMM'tNCING CON PROPOSED /NiANHOLE 0) SOIL BORINGS ^ -~ BITUMINOUS PAVEMENT COVERINGCONCRETE REMOVAL I WALL EC-2 PR01716CME WIDTH ^ THIS AREA " CONSTRUCTION ENTRANCE �� ~� _� MILLING ui OVERLAY N.0 ALL �� PAVED D|TCH| ' nVE � INST BITUMINOUS PAVEMENT REMOVAL �~ RECO�8TRUCT|(lN/NEVV PAVEMENT -TYR WETLANDS RIP PAP, iCLASS "I CULVERT INLET PROTECTION PIC\ |NLET PROTECTION 3OOL SILT FENCE )<-----'x CHECK DAM 7|{7f709,00 PROTECTIVE COVERING O L. 2G+50 ADDENDUM NO. ONE (I RIEVNMONS 28+OO 29+5O 3/+0O 32+5O 23 55 54+OO D32 15^ END SECTION, ST'DES'1 STA. 27+4O OFF. 282' LB. ^R^ 15^RCP INV. OUT 707.75 D36 15^ END SECTION, ST'D ES-1 S;TA.33+08 (]FF. 250' LE,^R^ 15^ RCP INV. IN 710.86 D37 15^ END SECTION, ST'D ES-1 ESTA.33+47 OFF. 362' LE,^R^ 1 5^ RCP|NV. OUT 710.06 O31'D32 183LF 15^ RCP CLASS V SLOPE ~O.50% D36-D37 40LF 15^RCP CLASS Ill �/l [l �[l �yl �~ - �~ ��/SCALE FEET DRAM BY- JOB NO. DEL TA "amm Or' MEET GFIADING AND DRAINAP-E brammw N� 8 AIRPORT CONSULTANTS, ������ � ��� �� mm��'� OF � /��a/2, ' `~ Chadoft North Caroffim ��u�s/0wAL V~�r�^ � WNNCHESNER REGNO14AL ANRMRN JULY 1993 71 NO. es 450' F G L s F s s 300' W: w Z J 35 6 LEGEND EXISTING IELECTRIC - - - E - - - EXISTING ;SANITARY SEWER ---------------------- EXISTING :STORM SEWER - - - -- - - - EXISTING 'WATER, - EXISTING 'DROP INLET ❑ EXISTING ELEVATION 158,84 EXISTING MANHOLE 0 PROPOSED ELECTRIC - E PROPOSED ELECTRICAL DUCT -ED �°- PROPOSEDDITCH ...................... 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' �' RELOCATE EXISTING MIRL LAYOUT REFER ELECTRICAL L T 721. R TO A .•,ro.< 1 GRADE SHOULDER TO TIE-IN -tom-- 721.53 721.4+ RELOCATE EXIST. GUIDANCE PER TYPICAL SECTION '21 s3 I. • 77,,: T ,., 7;�� • • I• I I , 2 SIGN (TYP. ). ptt ;. ,4Y „ __-,... -_n _...,. --., REMOVE TiNG:.�,. Tp I R .1:,�. t w6A F NIAGASa RELOCATE EXISTINGiMITL s tAPPROXIMATE-. • 1 YP) �,., 3J• � 12�.'0 � ,........'.�°.-,.-......_ _.w_,..,, 0 .>..,,.�.,,�.�-«'�.�>-� ,..._ww...,w_www:.k,�.._. .�.'•� I N E _ . r t�tTtON _tS, m REFER TO 1LECTRICAL LAYOUT 721.29 +' , ' + 7 7 "' '�"� "� .,.. CONTRACTOR SHALL VERIFY .. �. �: �'""' .. .... _,. .�..- .- ATION AS NECE���ARY - _. L� 41111` RELOCATE EXISTING MITLS (TYP•"" - �Kw 1111 m� ., • ' ._,.ro , „ 730.'96 f�IE1�ICAL LAYOUT 135 (TYI __.,. REMOVE EXISTING „�� o>��.,:�:...,�•.ow, .,.-.._. EXISTING PVC i • �� CONDUITS VERIFY �i.'^\P,,..FzO<J.CT<L,! 1,:cr - CONDITION OF _. _,._ ... _ _ COVERING WIDTH 8� (typ »„" 0 �n Q �... 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If(• 72.r�3 1 ., r.,. _ r�..,..w 1 REMOVE - j� w 1 Ra --1 i'S- T �^•10. -ri .p.#flq. �t. r _ .._....,, w., w.....,..., .r .w.,,,, ,, .. :....,... ENowAL -., 21 I'lE> GAP " EXISTING CMP " o4 7�21.a !1. t 0.98 721.13 ��: ,.. _ ... 9.92 719.7(0 48 w _ , +, , 72o.a>5 ,., 721.a3 81 �7,�Q37, _� w mow_: =` -M ;.� M- w ,. 721.21 7�1.34 72J 49 : 73 1 720.28 720.0)6 719 84 ,, �.• w T �µ 95 . 721.1 05( 721.0 _._ - �a� 9 r + + + + + + $ q 4 721.3 721. 720 7202p i 84 72 t 84 T21 -w 7i.97 .12 10 72 2.02 19G 720.91 720.653 .47 722 7 0 : 721 58 I ...•-;;.... REFER 7L� PAVEMENT MILL TIE - I N ..r• +r ai I 1 TIE' -IN DETAIL TAXIWAY A PROVIDE NEAT VERTICAL`,. FACE • 00 20 00 21 +c?C� ., + �, B3 - ,, ., _ 20.73 r 0 5 + 00 TACK M ATC XI TI D TY • 2 7 2.U6 -.... �.. S N. ?. 71.4q 721.57 7•_.t ?2173 72i.62 '21.51 7139 ` (NO PAY ITEM) 7�ITq -7'21 ti4 72197 �72.t 72228, f 7212s 721.1, 4.Y r•J SEE OVERLAY TIE-IN DETAIL � 721 A8 7'' 721.'3� �A.-r•7 s� '�`21.54 721.{7E9 . 7r? 1. 72l 4�S w,: f--r---• - : _ + t`.. } + �� .w. }720.•73 ,� T21.44 721.71 T21.97 . ` tT „ _ - �+-16'-� 722.t2 722.02 REMOV """" ~� „ �...�-. °» w.. r_ IRON w_,..,.. „ �-` 2' 72I, 1.04 721.59 E X I S TIN r:e.. '`.. EXI FENCEr v,2 ! 721.54 bizl. 4 EXISTING a 720.65 j �2 C , ✓'Z PIN �� -� 4- 720.30 F� r - __ -_ ,....._--..... �,,? +! �, T2t.59 i gS}'T201.77 r>r 58, 72145 721CMP .35 32 721.32 720.7s �'O 72,1 1 �._ ro + "., ' + 72123 H.P + _ __ _ 20 06 » w EXISTING PU.LCAN - _p.t 8 N� 720.74 720.9 '��' DRILL "CON'DUtT � l.. �Y ,lil l,aAlt lsl ,\rli.,nl/rr�.l. i.l\\\....1. r 7 . ,... .x i2 f.30 __,. f 20 ENTRY ON BACK ,.,�,�_ ,� 145 135 stir\•\•. ' 717.74 w w 7 72 72 CD `20 9.7a •• �... .............. _ _, ,,...w.,.. - _ , i M- --- C l de 31 2 ...,ro:«.,:.:,-.n�:.,,,,....,,w...wr•,N,+„+we,...a..ww,.,,°..,.: ,e+* 1,..... ,,,./r'�' a w� \�A�\ _��►�1� C / b ��\��� --' i< i _l IRON _ TIE INTO f < F,g - G PTV °' 0 TY 1 IRON 1S I N •�• S 0 row. PENCE t 1RPOP P TIE' iT�TO I PROPOSED PROPER PIN Y A ,a- LINE > FENCE v i 0 PROPOSED ABOVE GRADE ELECTRICAL J,UNC'I ON a MATCH EXISTING GRADE -+ PROPOSED AIRPORT` PROPOSED TELEPHONE P DES IL „wW FENCE101 11 pEn 8 .�` NOTE: THE CONTRACTOR SHALL C0011DINATE WITH THE �-�--' � •��k `' �� EXISTING CAP OWNER PRIOR TO GRADING WITHIN THE PROPOSED HANGAR fr PROPERTY ACQUI STION. _'' t L0 - 1 1 a I - m LEGEND 19 +00 20+00 EXISTING ELECTRIC - - - E - - - BITUMINOUS PAVEMENT EXISTING SANITARY SEWER ---------------------- CONCRETE REMOVAL `7'- EXISTING STORM SEWER - - - - - - - CONSTRUCTION ENTRANCE EXISTING WATER MILLING EXISTING DROP INLET ❑ OVERLAY EXISTING ELEVATION 158,84 PAVED DITCH EXISTING MANHOLE 0 BITUMINOUS PAVEMENT REMOVAL • • • . PROPOSED ELECTRIC E RECONSTRUCTION/NEW PAVEMENT PROPOSED ELECTRICAL DUCT ED - WETLANDS ;- ' . -;�l.,r PROPOSED' DITCH ..................•... CULVERT INLET PROTECTION PROPOSED` SANITARY SEWER PROPOSED STORM SEWER INLET PROTECTION PROPOSED DROP INLET 0 SILT FENCE X X X PROPOSED ELEVATION PROPOSED MANHOLE 153.72 0 CHECK DAM ' SOIL BORINGS 600' R.I 17+ 50 I IFIELD REVISIONS NO. REVISIONS PROTECTIVE COVERING) I � + UU MDK I 11012w94 BY I APP. 1 DATE 21 +00 ROPOSED FENCE f X F X X--cif 20+ 50 22+00 22+00 23+00 v D1 -o O 'o I D2 a r Z� I D13 D14 DELTA A IRPOR T CONSUL TANTS, INC. 24+00 15",41NO SEC. N, ST'D'ES-1 _ <' VA. * 64,,s OFF1 ,220' R B, "R". 1 5�4 F;<CP INV. i( ,a 7.07 a � 3 48" MANHOLE, ST'D MIN-2 W/NEENAH R-34 2=A FRiME &LID STA 25 +64 OFF 1,16' R B, "R"�y4 TOP 719.38 1�5" RCP INV. IN / 31' _ '�715.02 15" CMP INV. OUT = 1.14.33 15" END SECTION, ST'D ES-1 !ItA. 44 + 45 OFF `60'R B, "R" 15" IMP INV. IN = 719.29 15- END SECTION, ST'D ES-1 STA 25 + 28 OFF '350' R BL "R" 15" RCP INV. OUT = 718.96 +50 .F'XLTH (j�, iCannelh W. gro n "or P.E. Reg. No. 12995 �SSIO►vAL SN40 25+ 00 bi-D2 104 LO 15" RCP CLASS V SLOPE ,. •. = 1 ,00% D134 83 LF 15" RCP CLAS -7 SLOPE ; 0 40% R� �iNE �� PROPF A`>Rp0 30 0 30 60 1"=30' mmwmmw scale feet 25+00 GRADING AND DRAINAGE WINCH ESTER REGIONAL AIRPORT DRAWN BY: Jun rov AER VA 9502 DESIGNED BY: MDK SHEET 14 SCALE I It : 301 OF DATE: 71 J ULY 1993 O EXTEND P-401 PAVED TIE-IN. PROVIDE COMPACTED BASE IN BASELINE R RUNWAY 14/32 RNOMENT TIE - IN DETAIL 714.77 78 RELOCATE EXISTING MITLS TYP) REFER TO ELECTRICAL LAYOUT RE#tR TO ELECfRICAL LAYOUT 15d R 14 41 777 z � .90 ' Y14 146 715.07 =_. 715.11 / . '-------�'-�z�.' ^ _ RE&A0A�[ EUST��G _ TA|WK�Y' '��^ ~ im�W�. U���| XIWAY ",~` ' ++ J! ��Q'�:�-�"`°^ 'rp�� � Rcp___ . . . 3(}C/R � ' ex,__' - __._-. - -�- ^~~ 'r^-' ' y���7�N ~^ --- 7201= -~~7���7 ~-�� 71f+�� 7x�4�� 7K��� ' 7�k� ��' } �� ^ ~ -�-'^�~����9 7�,G�� 7�7�T ~~'�"������� �W����^ ���� ���M� � �t�w ����� .����_`'� �5�� ^~^^������017 LEGEND EXISTING ELECTRIC - -- -- E ----- EXISTING SANITARY SEWER ------------ E ' |ST|NG STORM SEWER - ---- ---- EXISTING WATER VVATER - -- --�� EXISTING DROP DROP INLET EXISTING ELEVATION /588* EX\STING MANHOLE 0 PROPOSED ELECTRIC E P`R0POSED ELECTRICAL DUCT -ED- P'R0POSED DITCH ^^^^^^^.^.^~.......... PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED DROP INLET 0 PROPOSED ELEVATION 153.72 PROPOSED MANHOLE 0 SOIL BORINGS BITUMINOUS PAVEMENT CONCRETE REMOVAL CONSTRUCTION ENTRANCE WILLING OVERLAY PAVED DITCH BITUMINOUS PAVEMENT REMOVAL RECONSTRUCTION/NEW PAVEMENT WVETLANDS ' CULVERT INLET PROTECTION � NNLET PROTECTION SILT FENCE X (CHECK DAMREFER TO PAVEMENT ^ TIE /N DETAIL. PROTECTIVE COVERING �COMPACTED BASE IN FACE,TACK, MATCH EXIST GRADE EX I ST. GRADE (NO PAY ITEM) EXTEND P- 401 PAVED TIE -IN ACCORDANCE W/ (NOPAY ITEM) PROVIDE COMPACTED BASE IN ' ACCORDANCE 3U4(TYp) ` _ SEE OVERLAY TIE:, SEE OVERLAY TIE IN DETAIL. IN DETAIL EXISTING TERMINAL APRON 450'R � � � � � � �� ^~ ' 31+00 52+50 DEL TA AIRPORT CONSULTANTS, INC. � D3 36^ END SECTION, ST'D ES-1 STA. 32+37 OFF. 238.25' REi^R^ 30^RCP INV. IN. 710-16 O4 36^ ENDSECTON' ST'DES'1 STA. 34+O5 OFF. 23O.25'8. ^R^ 3S^RCP INV. OUT ~709.7G D15 24^ END SECTION, ST'DES'1 STA. 27+S8 OFF, 353'RB,^R^ 24~RCPiNV./N 716.24 016 24~ END SECTION, ST'DES'1 STA. 28+20 OFF. 240' R [L^R~ 24^ RCP|NV. OUT ~ 715.66 D17 DROP INLET, ST'DD|'7 GRATE TYPE |'l STA. 32+8O OFF. 344'RB,^R^ TOP 714.61 24^RCP INV. OUT 710.98 D18 24~ END SECTION, ST'DES'1 STA. 34+16 OFF. 382' REL^R~ 24^RCP!NV.OUT 710.31 � D3-D4 108LF 36^ RCP CLASS V SLOPE ~ O37q� � � -D15'D18 115LF 24^ RCP CLASS V SLOPE = 0.50% / D17'D18 135 LF 24~ RCP CLASS V SLOPE = 0.50% � � �/l �� �[l ��l ` �� � .�w �u � � K . U SCALE FEET 34400 �� GRADING ��� � �� N ��° �� �I ��NN������N�� U���"�N�����RPORN DATE: JULY 1993 71 MATCH LINE SHT.I N LEGEND --- Mr-LLLA,/Af t r-AlJ I IIVV VU,UTANUr- 01UN k 1 7rf �EXISTING ELECTRIC EWITHIN I00OF RUNWAY -- -- - � REFS TO ELECTRICAL LAYOUT / CENTERI-INE ENGINEER SHALL "� FRAME AND LID AND ADJUST TO ELEVATION ' t EXISTING SANITARY' SEWER ---------------------- APPR'OVE LIMITS OF GRADING t SHOWN DRAINAGE SUMMARY. r..w,,.. . .,. w EXISTING STORM W R - - - - - - -- w «• 1 - i - EXISTING WATER R E r_..... _. ,..a _. EXISTING DROP INLIET RELOCATE EXISTI G MITL.S(TYP) "'"`- - "' M } EXI TW LEVATIOIN �5 84 „ REFER TO ELECT�h .LAYOUT m_. .,. ,. -� EXISTING MAN Q 8 , ,, ,...... � NG MANHOLE E i : INSTALL EC-2 PROTECTIVE A EI50'R PROPOSED ELECTRIC VERN ttTBA,-( Y h 9 , PROPOSED ELEC TRICAL DUCT ED .• a rc» ..< PROPOSED SANITARY SEWER n ; .�.. �PROPOSED STORM EWER . "-�PROPOSED DROP INLET - - - .£ • . • • • .. . . . . . . PROPOSED ELEVATION 153.72 711'41' • ' , • . . . Ttl: 7a( .8� . ' . 710.25 710.07 9.•97. . . . . .709.70 . ' 70SL4+4 ' • 708: .(K' . • 7r %.$'s . • . iUzs6 , ' T0734 • 707:30' t , + . ' . . . . . . +. ' . . . . . . . +. t' . ' __y . �, - y'" . ?' . . .... . ' , ' , . ' ' . �_:_�- . • . .: .. .-. . . . . SOIL BORINGS . . . . . . . • , 302fiiT'f. • . •... . . .%.. '. . . . . . . . . . ,'• . .�. . . ,. . , . , BITUMINOUSPAVEMENT . .. . . . . . .. . . . . . • .. a " I CD 3.20 m .,,-. „ CQ 3.20 __ • • , CONCRETE REMOVAL - _...:, . ,.S 70fi 07 .,r ....` .. 7 • .. , �r�: ,,. -.:..- d+37(m, - , � , ,,. � T 06.5 � 54 29 �$� _ 34�^ ti�� �J $ � . .. ........ . .• .. .........r ..... .. r. .. ..... ...• . r:. '.., �:. ierer % -.r... . r• ., %. ... -, a.h .. .. a .. .rx s .. rr Y ................. . h •ae a•• •r • i ••R,' • . • r' %• rr■: .%% % �-II. •a hk F . e:. •%. r. �-•�f.• • r • �: r•r ti. e. •a L " • r. T ,r"""""""• +• / ... x. a •�. s. ..... ... ♦. a" Kara%r "t%..,. afar.%+! • *. .1 .�.1f !_...:-. / / / . rr . r►r:.. .. %. r•rr�, ••.•••..%w .rr ... �......%.. %4.. •.. . • rw.•r+......�. •.. iNis. ,at.�1I4�. • 1. .. %.'Ft r"Ri �.. h x:irR�;; ., ,a!_}k*tr "s:�. >k R ■%.haa•.%e.. .. "f. a .. i i s �f,a ! .. .- C . ,.+10.`..4... } . ,a.: , s._._,..._�� �.......:. __ • , ..., _ .:. ,. .. _ �' CONSTRUCTION ENlfRANCE w, --_ IL LING ,. END .51r0 T-'ION .........»,_,w,».._ . -;"__`: ` - .f. - -- - ' g OVERLAY 30..,?..5-(•TYPE'"" �- . v r RED,, EXI. TING• AMR (`• ... :»- :.,..W I 71.15 7 2. 38 ,,,,,,,,,,,, ,;,, _ 00 m TH,62 7 i. 70 --- 708.59 PAVED DITCH ,M 1 - ✓ , 7 w �` 710 08 ..a H:� .,. .. 708.93 _. T a �W" �iV BITUMINOUS PAVE MEN REMOVAL t.:» » .-x- " " END SECTION „ F» , « „-.,... E EX IS 714.2 M . m.,., r'> 18"RCP 2 713.8 4E. • `"�6 � 44 TI N N! W PAVEMENT :.,,,.: 'ft6.61 'i13.13 .::. � .�, T 8:07 712 74 ' 4q I>r.�,,,•»...,_,,.._» »�,�,.,».n,�.: 11.2 ,. 710 .,•_ R CO STRU � Its,. e 7,�e.95 0 ,. Y ' : W •..__, "715.0 714.85 714.$8 _ .. _ 1"0 (-I• P) �.•"».<,»�,.., tt..,-_:. .:,..-z., ••--- � Z WETLANDS ... _ r� Tit5.l1 714. _ 714.14 713.78 »_ " 37� g9 » . �• H ,-.,,.,. 12. .< . 7I2. 2 «. 7!( Z77 ,,..w 89 1 3C} » �z � n9.58 • - -..� J CULVERT INLET PROTECTION I < N� ss six, ✓.. ,° ...3. .; .. o r.,...:. o 77 ,. �,..� w .. _ , ,� :.:. :.. , .: TAX 1 WAY.. A , _ »._. wW r,.. Z r .._-..-.,�__ ,.�.._.:...,n..-. ....,.::. 3 00 .... _ +f..._:. _.. +00 •41 U INLET PROTECTION , >>, ,,. F711,71 - r 7^c 7,.,,I T14) - « 7i 712:87 T1 7U 7t ,: 7 i 710.76 Q:56 710.37 �$,, 7ttr,ir, _ ;'1 �,Ut 3 H4 'i 715.Q L 7l�A:� � ,.°'gf�:'4�) �. „� 26 ,� � �'°��. Q SILT FENCE X „ _ X 5 4 < _ ,,,...__s:_._....:,,.,•�,�-.__ .•......•,.......- . _ ...- s_.-.,....-'-'+I--•-�'� '--••••------•--•- 7102.3 CHECK DAM a• • _ .... 71.0IQ,71L45,17 7A.65714T14.50 �713.76 713.37 712.6t 7Tp22 71Q48 Eli :.3�1T4 7C19.�3 , N, 450 R 600 R I -A 344-00 K if REVIMNS BY I AM. I DATE 709.48 35+50 37+00 38 + 50 40+00 41 + 50 DELTA AIRPORT CONSULTANTS, INC. avinm" - Plain" Rl*Vnon4 Wr" Ctwrtlbttlel, Noah Gaid ine •�F•,,l,Ty �j�, Kenneth W. 8rommer P.E. Reg. No. 129" Nv ASSIO N A L ENG\ PROTECTIVE COVERING ('777771 L REFERED TO PAVEMENT TIE IN DETAIL. D4 36" ENID SECTON, ST'D ES-1 STA. 34 + 05 OFF. 2330.25' BL -R" 36" RCIP INV. OUT = 709.76 D5 DROP ]INLET, ST'D DI-7 STA, 40 + 49 OFF. 2330.25' R BL "R TOP = 705.53 18" RCIP INV. OUT = 702.48 D6 48" MAkNHOLE, ST'D MH-2 W/NEENAH R-3492-A FRAME & LID STA. 40 + 49 OFF. 120' R BL "R" TOP = 709.18 18" RCP INV. IN = 699.46 18" CMIP INV. OUT = 699.36 D18 24" ENID SECTION, ST'D ES-1 STA. 34 + 15 OFF. 362' R BL "R" 24" RCP INV. OUT = 710.31 D19 36" END SECTION, ST'D ES-1 STA. 40 + 50 OFF. 360' R BL "R" 36" RCP INV. IN 705.20 D20 36" END SECTION, ST'D ES-1 STA. 411 + 50 OFF. 360'R BL "R" 36" RCP INV. OUT = 704.82 D3-D4 108 LF 36" RCP CLASS V SLOPE = 0.37% D17-D18 135 LF 24" RCP CLASS V SLOPE = 0.50% D19-1320 100 LF 36" RCP CLASS V SLOPE = 0.38% 30 0 30 60 Q� SCALE FEET GRADING AND DRAINAGE WINCHESTER REGIONAL ]AIRPORT DRAWN BY: JOB NO AER VA 9302 DE8IMM BY: Imm MDK 16 1"=30' OF DATE: 7' JULY 1993 17 150 f 421 43+OC me 47+00 EXTEND P-401 PAVED TIE- IN (OPTITIAL) C-REFER TO P4YEMENT TIE --IN DETAIL r a 3 i �5 3 64 705.2l8 70S 2?� 705 OS 7t}�1 «_ ., 7 706 15 x , . n 708.72 708.39 708.00 707.43 707.16 w� 706.74 ' ' ' 716.38 7.88 7ri 7```'�. 7C=.2t, 06.54 7 i` 8 •704 7t 4 70 704.51" 7C 4 F' 70504 . . . . . . . . 1 % PRIOR TO STRIPPING TOPSnII �,,.M- RELOCATE EXI2T N \` ,{ ' ' ' ' ` . .. ` . , 04.21 49+00 . . . . . - . _,m:, . . . . . . . . . . .. .... ... . . -- 71Q7 $Q 707. 59 • • . ' . . 707-20 . . . . . 706 �-69• • • • • 706.57 _ . . .. . . . .' . .ter 30. P). W6^ 70700 ��yyw➢yy"" 7`♦06.43 ? 86 705.29 y■■yI 7Q,T2 z ■... .................■.lapp.................7............al,<ly.a 1. ■.. ........ a.alaaaau..a Y■■■/all a...L. ..aal.• aaJ J - REMOVE EXISTING CMP _ REMOVE EXISTING ENDWALL CD 3.20 30, 25' (TYP)_ U �-- 706:59 7b8.2 �� 707,92., 7®T. 58 707 24 706.90.. Q + �'fR 708.61 T08.28 7(�7.94 707.60 ) 707 2§..:. 70958 708 91 708,57 708.23 1d ct ) 70789 MATCH LINE SHT.12 45+00 RUNWAY 14 / 32 R Ks] F-- L1j z ,1 U Q 704.45 >. . TAXIWAY 11 A ll T. + .: ` I , +00 48+00 I� L 8.83_+ 4 7C7.14 730OR +708as 35 TYP t)4 OO t +'�3 f r 00 '70 644 7D9,84 709 z5c7C933 709.17`8-49 707,81 707.48706 46 706,12 705,95 706,79 705.62 705,45 71TU5.26 70511 704: .84 _ ..... 709,3S �, 70870 � - 7053 7093i 707.22 7(58.90 707.97 70755 707.22 706.8$ 706.54 706.20 705.86 705.ti2 705.71 TO$,49 7V 5. 79 709.50 709.46 709.06 10 (TYP) 48 705,34 7z).; 70 .04 707. 54 70712 / 706. 79 706.45 70 . I 705, 77 706. 43 7 5. 36 705 2a + t 9.41E 709,03 708.88 d8.88 k 12 (TYP) C1P'sfl8 + 709.Q2 �T08:T9 + 708. + + + + _ 8 i ;x � 7�7 ------ 707.30 7�6 88 71�6.55 - - - -- 6. 7�5.87 5.53 705.19 r2 705. t708.64 708.45 708.81 T09.15708.7 7079 D30 - - -- + li 5.✓i5 705.53 T08.36 - - - _ 706, 04 x -- -- - - 0(T P) - F �. .: 2 Y f 36 RCP l'yt. . , ...::, I% �.. X,.. �(,� l ...:.,. ... - • .. . ....... M c C1�A,S 3, _... 708.32 „-x_ - 705 �, -. �75 �:� 7D29 � 709, 24 +708.56 4 :1 (TYP) 2Z -� k 705 + 706.42 708,32 708.56 708.99 708.99 - -- ".,., ..,. ,.. .. �",•"wron.,,,naw:awewx<,<.avauuHn°u,ma«'<, ::.-r-..-..--_-� 3 . )] aT�etEC-2 PROTECTfVE COVERING WIDTH = (TYP.) ems, D78 + (1 708.65 } � w..._ _» _. CD 3.20 .- -. N 706}3 70637 70fi 59 706.17 +7J6.90 f 347 708.41 70865 709OET040 I4 Yn, a . G.A.APRON EXPANSION D8A70.8.416, • ` 70 709.13 7094 Sy D1►,.m 6 < 450 R I D88 4 D20 tiAA 7'Op:09 X7. 4' 08 01 70758 )6.55 { 708.33 - - 707.34• LEGEND EXISTING ELECTRIC - - - E. --- EXISTING SANITARY SEWER ---------------------- EXISTING STORM SEWER - - - - - - - EXISTING V+VATER - - - W - - - EXISTING DROP INLET El EXISTING ELEVATION 158.84 EXISTING NAANHOLE Q PROPOSED ELECTRIC - E PROPOSED ELECTRICAL DUCT -•---- E D PROPOSED DITCH ............•.....•... PROPOSED SANITARY SEWER ---- PROPOSED STORM SEWER --- - PROPOSED DROP INLET PROPOSED ELEVATION 153.72 PROPOSED MANHOLE SOIL BORINGS BITUMINOUS PAVEMENT CONCRETE REMOVAL CONSTRUCTION ENTRANCE MILLING OVERLAY PAVED DITiCH BITUMINOUS PAVEMENT REMOVAL. RECONSTRUCTION/NEW PAVEMENT WETLANDS - CULVERT INLET PROTECTION INLET PROTECTION SILT FENCE X X X CHECK DAIM PROTECTIVE COVERING u 30" END SECTION ST'D ES-1 D21 36" END SECTION, ST'D ES-1 STA. 48 + 00 STA. 47 + 80 OFF. 227'R BL "R" OFF. 360' R BL "R" 30" RCP INV. IN = 700.06 36" RCP INV. IN = 700.48 30" END SECTION, ST'D ES-1 D22 36" END SECTION, ST'D ES-1 STA. 48 + 00 STA. 49 + 10 OFF. 233'R BL "R" OFF. 243' R B,, "R" 30" RCP INV. IN = 700.06 36" RCP INV. OUT = 699.56 30" END SECTION, ST'D ES-1 D29 36" END SECTION, ST'D ES-1 ST4. 49 + 00 STA. 42 + 22 OFF, 227'R BL "R" OFF 360' R BL "R" 30" RCP INV. OUT = 699.56 36" RCP INV. IN = 704.34 30" END SECTION, IT'D ES-1 D30 36" END SECTION, ST'D ES-1 STA. 49 + 00 STA. 43 + 42 OFF. 233' R BL "R" OFF 360' R BL "R" 30" RCP INV. OUT = 699.56 36" RCP INV. OUT = 703.51 36" END SECTION, !ST'D ES-1 STA. 41 + 50 OFF. 360'R BL "R" 36" RCP INV. OUT = 704.82 D7A-D8A 100 LF: 30" RCP CLASS V SLOPE = 0.50°% D7B-D8B 100 LF 30" RCP CLASS V SLOPE = 0.50°% D19-D20 100 LF 36" RCP CLASS V SLOPE = 0.38% D21-D22 175 LF 36" RCP CLASS V SLOPE = 0.53% D29-D30 120 LF 36" RCP CLASS V SLOPE = 0.69% s 30 0 30 60 1 SCALE FEET 6 00 R 41+50 43+00 44+50 46+00 MATCH LINE SHT. 21 47+50 49+00 I ADDENDUM N0 ONE (2) MDK 9-10-93 DEL�;F•ALr�� DRAWN BY: JOB NO. AER VA 9302 I TA DESIGNED BY: SHEET GRADING AND DRAINAGE MDK lumo,>*, W..,amna. P.E. 17 AIRPORT CONSULTANTS, INC. . Re�. 129'95 �E:w�gl�e�l►'� - p/8/1v�er^8 9 30' of Rk�►�orid VIrr�11UN�t ChaU'kttl6j Noah CBIgff18 71 No. REVISIONS BY APP. �aTE A� WINCHESTER REGIONAL AIRPORT JULY 1993 1 50+ 00 51+ 0 0 w:n:.: a..... 1 150 R 3(.)')R U) Z 7:17~ J U cQ G 1706,80 450R 600 R" 49+00 MO. REVISIONS 53+ 00 54+00 �iA7 5.07 8.90 8.68 31 z t , `� 5 ►0 - 51+CEO . +L>r' ;,3•�Ott +., ..0 ?4. 7 74 47 < . rL i c"Z 5t PC r. Y, 7EI4. �. T1i4.02 03 703 7'1� 3 t ;; .,r ,,� K,. T. 4e 70132 . �� =i rt}i.ra . . . . . �i�,e�ir , _. � 75 57 E 23 ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. 704. 82 704.55 7C 4.2$ f04,Oq.. _ . 703.73 7{ 3,45 :I> 7CII_I ,. TO2.7� 7 *, '� I 5b f.4U 701 26 701.D1 70p.83 �`' STA. 54+50 317..5 R R', p _~�•��: � ,�y ��.��'""„�:•' 13I q.�lfi#11113;ilfll'Itkf131:T} l#' I11 lI1iI1fLL . ftlik. 111ft1ft I. hll K:11fl1.. ------SEE OVERLAY TIE-IN DETAIL 3.1f31filalll�ll , PAVEMENT I 7 ? �'� �'�3 f .<�:� 1 REFER TO 7t15.i9 704.87 704.57 ?04:29 704.12 - _ 703.93 70s 87 - 703.25 tli f �f t tf r TIE-IN DETAIL y + t } „`� * fall}i r' Ifl}IIx ;... STA. 54+50 350' R "R 2 I'Z 7DI B5 BY I APP. I DATE 50 +50 52+00 i 6 °705,6 3 7(i�i,4i 70 27(4, 7CA 4{�.., 70>6 01 t f 1 i � SEE OVERLAY TIE -IN DETAIL till MILL TIE - IN PROVIDE NEAT VERTICAL FACE TACK, MATCH - +� EXISTING GRADE (TYP) (NO PAY ITEM) -ys STA 5 ►# 20 MATCH LINE SHT. 21 a 22 53 DELTA AIRPORT CONSULTANTS INC. R/dn►a►d Chanbtta Nash Cardlne 55400 ienneth W. Bronmw P.IE. Rog. No. 12M �SSIONALENG,� 2 56+50 LEGEND EXISTING ELECTRIC - - - I- - - - EXISTING SANITARY SEWER ---------------------- EXISTING STORM SEWER - - - - - - - EXISTING WATER - EXISTING DROP INLET EXISTING ELEVATION 158.84 EXISTING MANHOLE O PROPOSED ELECTRIC _ E °- PROPOSED ELECTRICAL DUCT -ED PROPOSED DITCH DITCH ...................... PROPOSED SANITARY SEWER PROPOSED STORM SEWER --•- - _�� PROPOSED DROP INLET ■ PROPOSED ELEVATION 153.72 PROPOSED MANHOLE SOIL BORINGS BITUMINOUS PAVEMEN-T �- CONCRETE REMOVAL CONSTRUCTION ENTRANCE MILLING- _ OVERLAY-� PAVED DITCH BITUMINOUS PAVEMENT REMOVAL��___�� RECONSTRUCTION/NEW PAVEMENT WETLANDS_._._- CULVERT INLET PROTECTION INLET PROTECTION SILT FENCE X X X CHECK DAM PROTECTIVE COVERING D8A 30" END SECTION), ST'D ES-1 STA. 49 +00 OFF. 227'R B, -R- 30" RCP INV. OUT' 699.56 D8B 30" END SECTIOMI, ST'D ES-1 STA. 49+00 OFF. 233' R B, "RI" 30' RCP INV. OUTT 699,56 D22 36" END SECTIONI, ST'D ES-1 STA. 49 + 10 OFF. 243' R 0, -R'" 36" RCP INV. OUTT - 699.56 D23 DROP INLET, ST'DI DI-1 STA. 51 +82 OFF. 456' R 8, "R- TOP - 703.63 15" RCP INV. OUT" - 701.05 D24 30" END SECTION), ST'D ES-1 STA, 53 + 33 OFF. 565' R B, "R- 30" RCP INV. IN - 700.48 D25 60" MANHOLE, STT'D MH-2 W/NEENAH R-3492-A FRAME & LID STA. 53 33 OFF. 456' R B, "R'- TOP x 704,62 15" RCP INV. IN == 700.30 30" RCP INV. IN == 699.83 30" RCP INV. OUT,' 698.37 D26 30" END SECTIONI, ST'D ES-1 STA. 53 + 33 OFF. 243' R BL "R'- 30" RCP INV. OUIT == 697.30 D7A-D8A 100 LF 30' RCP CLASS V SLOPE - 0.50% D78-D8B 100 LF 30" RCP CLASS V SLOPE a. 0,50% D21-022 175 LF 36" RCP CLASS V SLOPE - 0,53% D23-D25 151 LF 15" RCP CLASS V SLOPE - 0,50% 024-D25 109 LF 30" RCP CLASS V SLOPE - 0,60% D25-D26 213 LF 30" RCP CLASS V SLOPE - 0.50% 30 0 30 60 SCALE FEET GRADING AND DRAINAGE WINCHESTER REGIONAL AIRPORT DRAWN BY: JOB NO. AER VA 9302 DESIGNED BY: SHEET MDK 18 SCAMOF 1 " = 30, 1 71 DATE: JULY 1993 0 150 R 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 TIE-IN DETAIL ISTING MITLS (TYP) :CTRICAL LAYOUT 53 69 --I' -'bF3 6Z 30. 5A' C .0 PA ;� g 98. t4 : 697.78 7.05 696.81 6 5.9 72 - 657 90 # :�7 - - - - 6 4 t . N t � �-�I�TIING LL '..,".^..,.a.mvvww,nwaw'+w....,,..,,,....w.n.w....... , ...w,. v.... .... ....-._....,...-,,,n„. ,>n..,, m.V.-....:.._.,-....,.,...,>,� .,:.:.... 20 697.17 697.0 6} 9.6$ 6 699:©3 fi 03 0n 03 13 9. 6 184 698.50 698.14 - 6�7.77 t50 , ,._,., ,,,.. ..a , �, �,.d . --- ---�..-. _ _-_ .' . ..,.,_ + n w. -k- � cg772 7op.31..,.._700 T00.(3 r 6 71 (TYP 699.66 69 ,66 6 9 66 •69 .66 -8 86 6� ...... 6,; .47 fi9�ta3 �98.77 - 6 8.40 69 698y04 7I96 -., .. a. ,..7+UO 58#t 0 + + r 6 0 -� 0 00 �' I CEO - � ; \62 00 ��� 0�0 � 4 -. r7 t 7 9 � r � �.: G.38 6�9.9 , w h , 300 R 99 9 90 �. �3 z • t, _ �.. • 69 Ea mow. ♦ v' rr { Y � • ' !" • • i `.{: ; ♦ :.. • { s [' ,, � , 'T• "Tf ,. '{^. +�. .�:'..: ,� ...'7" -fir ,. .. T ... .&w. �. '�•. T ' `1 �. . . . . ) OD K . . . .� TAXIWAY A'� . . . . . . . . . /= U tuG c� , . 'IUD 4f . . . 7:,:. ; ry a:3 69926 Ei98 22 ' + r 97. 97 699 51 55r.; 7 6 /' O.C79 .23 r t7- c f REFER TO PAVEMENT-, v 7. s99 9g4o _. r .w REFEEz TI PL1Vl1ilttT a + + TIP -IN nFTAII _ ,�•-: p r - LEGEND EXISTING ELECTRIC - - - E --- EXISTING SANITARY SEWER ---------------------- EXISTING STORM SEWER - - - - - - - EXISTING WATER - - - W - - - EXISTING DROP INLET D EXISTING ELEVATION /58.84 EXISTING WANHOLE 0 PROPOSED ELECTRIC _E "--�-� PROPOSED ELECTRICAL DUCT - E D -°��- PROPOSED DITCH ...................... PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED DROP INLET PROPOSED ELEVATION 153.72 PROPOSED MANHOLE SOIL BORINGS BITUMINOUS PAVEMENT CONCRETE REMOVAL �--. r�-r• . CONSTRUCTION ENTRANCE MILLING I OVERLAY-T� PAVED DITCH BITUMINOUS PAVEMENT REMOVAL y- RECONSTRIUCTION/NEW PAVEMENT WETLANDS �� �' CULVERT INLET PROTECTION INLET PROTECTION SILT FENCIE X X X CHECK DA,M 4 PROTECTIVE COVERING IkX,, - w vv y uv.CJO r va --- ^�-------- I 00 696 82 819 + + x 97 �3 z 6 w w 1699A7 -97 D9 10 ST'D ES-1 _ -t 6977 f +, r, � 36 END SECTION, ' TIE - I PROVIDE A M .a.w .; • :. • . ;.---..-...�x.............,�.............................�.... ... MILL N 0 NET696,46-- - - 696.10_- - ___ - __..: - _ OFF. 200 R Bi "R" w - _ _ VERTICAL FACE TACK , MATCH w ,--- ` 9 - - - - -- - -_-- ____ ~••• 36" RCP INV IN = 692.82 EXISTING GRAD YP y / _ fix; F ' = NG E (T ) k( -- - \ \\�k695.3 696 �J - - -- -- - -700- sus. + 6. 91 U) ( NO PAY ITEiu1) "- - - - - - D10 60" MANHOLE, ST'D MH 2 WlNEENAH R 3492-A FRAME &LID \ t STA. 58+00 + /x �. \ D 27 �.. M - W /� - - - - - - -! \ \ 52 . 12 2 R B� R OFF. 375r R ,r Rt� � �� `- _- - - ..-. - \ \ STA 58 89 CD 3 20 .09 36" RCP INV IN 691.26 N 696.09 695 701.73 .10 ;.1 / F `\ = t 36" RCP INV. OUT = 691.16 ... \ \ �• � + EXiST1NG --SEE OVERLAY 25 I E:kTEND P-401 PAVED TIE-IN U \ ►'`, •� PROVIDE COMPACTED BASE IN \ \ \ 694.94 695.855 49 D27 48" MANHOLE, ST'D MH-2 W/NEENAH R-3492 A FRAME &LID �"- G.A. APRON .� TIE - IN DETAIL �.y AtCORDANCE W /P - 304 (TYP) \ \ \ STA. 58+30 SHAPE TO DRAIN \ \\ \ \ \\ J� OFF. 363' R BL "R" r.� _ APPLY ASPHALT OVERLAY FABRIC TOP = 700.84 fi \� 694 5b 684.16 18' RCP INV. IN = 696.61 H TO THE OVERLAY SECTION BETWEEN 3� I - I \\ \\ : ti 18" RCP INV. OUT = 696.51 STA . 60 + 30 `>. I � \ � \ \ �• ' WASTE EXCAVATED MATERIAL IN THIS AREA.. '4 \ fi •',. �� Y \\ - 450 R _ - I T ..:.� .FQf�.,..POS1.T.1.V,E _D13A.I.N�IGE,:.:.STR,1�?,,,,,: .S01L...�.� �.�...._.-..-,::: , � ..k-::; .�., �.,.�__.,u,_..:.._-�. ..� D28 18" END SECTION, S S - m I PRIOR TO PLACING EXCAVATED MATERIALS. STA. 58+30 i I COMPACTION REQUIRED =92% MODIFIED PROCTOR, \ \ \� \ \ - OFF. 243' R B, "R" MAX. ELEVATION 705 '' 18" RCP INV. OUT = 695.31 A 1 RCP A D9 D 0 78 LF 36" C CLASS V SLOPE = 2.00% 2 28 120 LF 18" RCP CLASS V SLOPE = 1.00% 600 R 1 5 6 +50 ADDENDUM NO. TWO (2) REW1 HON8 M DK 1 19/ 10/93 BY I AM. I DATE 58+00 59+50 61+00 MATCH LINE SHT♦ 22 62 +50 30 0 30 SCALE 60 iiiiii FEET DRAWN BY- JOB NO. AER VA 9302 DEL TA 'r' GRADING AND D RAI NAG E DE8K�NED BY: M D K $"EU Kenneth W. Brammer P.E. SALE: 19 AIRPORT CONSULTANTS INC, a . "a• 1 � '° � •' _ 30' of Chmdoft NOir'd' Gsro 4o��ssICNAL6y0'� WINCHESTER REGIONAL AIRPORT DATE: JULY 1993 7 64+00 o L_ . RELOCATE EXISTING GUIDANCE SIC. (TYP.) REFER TO ELECTRIC LAYOUT. 1 150 R V 3v� R 450 R 600 R I..— 64 +00 I I ADDENDUM NO. I REVIBIONB 65+00 MDK 1 19/7/93 BY I APP. I DATE 65+ 50 HANGAR REMOVAL NOTES 1. STORE DISASSEMBLED HANGAR COMPONENTS IN A LOCATION BOUNDED BY: STA 66 + 50 - STA 68 + 00, 400'R - 500'R. 2. CONTRACTOR SHALL SUPPLY ALL MATERIALS NECESSARY TO KEEP HANGAR COMPONENTS FROM CONTACTING THE SURROUNDING EXISTING GROUND. ALL HANGAR MATERIALS SUBJECT TO CORROSION SHALL BE PROTECTED FROM THE ENVIRONMENT. DELTA AIRPORT CONSULTANTS, INC. eri�►l%%ee�rs - pl8%MI611"8 R/d4n►ot4 Wi CftdotteZ North C fo" LEGEND EXISTING ELECIrRIC - — — E. --- EXISTING SAN11TARY SEWER ---------------------- EXISTING STORIM SEWER - -- -- — — — - EXISTING WATER - EXISTING DROP' INLET EXISTING ELEVATION /58.84 EXISTING MANHOLE O PROPOSED ELECTRIC _ E --- - PROPOSED ELECTRICAL DUCT — E D - PROPOSED DITCH ...................•.. PROPOSED SANITARY SEWER --•------ PROPOSED STORM SEWER -- — •-- PROPOSED DROP INLET PROPOSED ELEVATION 15372 PROPOSED MANHOLE SOIL BORINGS BITUMINOUS PAVEMENT CONCRETE REMOVAL CONSTRUCTION! ENTRANCE MILLING OVERLAY PAVED DITCH - . BITUMINOUS PAVMEMENT REMOVAL RECONSTRUCTIION/NEW PAVEMENT WETLANDS'' . r CULVERT INLET PROTECTION INLET PROTECTION SILT FENCE X X X CHECK DAM 4 PROTECTIVE COVERING D11A 36" END SECTION, ST'D ES-1 STA. 64 + 22 OFF. 226' R BL "R" 36i" RCP INV. IN = 693.18 D1 1 B 36" END SECTION, ST'D ES-1 STA. 64 + 18 OFF. 232' R BL "R" 36i" RCP INV. IN = 693.18 D12A 36i" END SECTION, ST'D ES-1 ST'A. 65 4.38 OFF. 300' R BL "R" 36i" RCP INV. OUT = 692.26 D12B 36i" END SECTION, ST'D ES-1 STA. 65 + 34 OFF. 306' R BL -R- 36" RCP INV. OUT = 692.26 D11A-D12A 1318 LF 36" RCP CLASS V SUOPE = 0.67% D1 1 B-Di2B 118 LF 36" RCP CLASS V SLIOPE = 0.67% 30 0 30 60 SCALE FEET Jv GRADING AND DRAINAGE tcrnneth w arommer P.E. Reg. No. 12 9" -ONAL �N41 WINCHESTER REGIONALAIRPORT DRAWN BY: AER DESIMED BY: MDK SCAM DATE J U LY 1993 JOB NO. VA 9302 WEU 20 OF 7! 60JR 750'R . . . ........ .. .... . . . ............. ...... ......... 441 D 24 Nl� . . .. . ........... . ... . .. . ..... ...... -<c I P 3. rY� v ^n V -17 c\j U) F� £� �� (CORPORATE CORPORATE /* HANGAR HANGAR w z I>00 xle ri A 7, ly All N J - ----- LEGENP I EXISTING iLECTRIC E B4TLW, PA\1"NT ------ --------------- CONC O%YA( EXISTING $A ARY SEWER k EXISTING TERM SEWER, - CONSTRUCTI(J,N, EN*ANCE 4- 1 (TYP) ___w EXISTING YVATER MILLING E XiSTING [CROP INLET, C] OVERLAY 771 EXIST(NG 4,LEV,AT10N .�58.84 PAVED DITCH ............ . EXISTING 01 4- 0 0 BITUMINOUS PAVEMENT REMOVAL pic -4— . . ....... f_C-ItR�C RECONSTRUC71ON/NEW PAV (L SLOPE BASIN TO DRAIN PliOPOSIED EIXC*fiiGA4_ DLjCT EME� TO OUTFALL. +4— ---------_1 t —ED— WETLANDS . . . . . . . . . . . . . d . . . . . . . . PROPQSED DITCH 01 SANITAPY SECULV R EftTINLET PROTECTION VVIE I ENDWALL. INLET PROTE:CTION REMOVE 15 EW PROPOSED STgB,M !�kA� INS CE 3.02 W ALL SPECIAL RELEASE 30 L 70 D= 6SILT FENCE PROPOSED D,.,,t)WP _*LET_-_-_ STRUCTURE. 7 VDOT#1 �9,61RSE AGGREGATE 44 �.a. 1 5 ........... PR�OP,08tD E VA�10& 1 3� 2 a. HE PROPOSED MANHOLE N Q 0 Ilk SOIL BORING UFAING PROTECTIVE COV ",Xr SPECEUEA f ASTRUCTAIE ........ ........ . . I . ....... -1, J + . ...... ... . ...... 9OdR INLET, Sr .... . ....... _I14 . ..... . ..... . ....... . ------ . ..... ......... ... . ..... STA.: a4-+t 82 . . . .......... ....... . . ...... . ---- --- OFF.,45-0" R BL R 703.63 15" RCP.INV. OUT = 701 . ...... . D?,4 �07..-END SECTION ST, 118-f STA. 53+33 - FL OFF. 669 30" RCP. INV. IN 702.10 D25 60' MANHOLIi�"ST-0 W/NEENAH P-3492-A FRAME & LID OFF. 4 'R' 10 12 704.62 15" RCP INV. IN 700.30 AY Fi 30" RCP INV. IN 699.83 '7` 30" RCP INV. OUT 698.37 D38 SPECIAL RELEASE STRUCTURE STA. 47 + 35 OFF. 877' R B, -R- 3" INV. IN 15" INV. OUT 698.62 �-T PROPERTY LINE AIRPORT 105dR.. .. . ......... .. ... .. .. . .................. . .............. . . ..... .. . ...... 46+00 47+50 49+00 50+50 52+00 53+50 55400 1, E y �� f, DRAWN BY. AER VA 9302 DEL TA JOB NO. DESIGNED BY6. SHEET GRADING AND DRAINAGEMDK AIRPORT CONSULTANTSm- W. Wammw P.E. SCAM 21 INC.INCe ftq. No. Im 1" 30 1 OF engineers - planners (, J I . _� 0 3 *I — 0.1 REVISIONS BY APP. RkA7?0n4 Virginia Charloft North Carolina WINCHESTER REGIONAL AIRPORT DATE: JULY 1993 I ME kKtrtK I U At-KUN i' I- tNL;t f £ i LIGHTING LAYOUT) ww-: 1 z E RELOCATE EXISTING. FfNISHED FLOOR.X APRON LIGHTING�N TORS l rTT D 24 € ELEVATION_705— — — `QC' F 1ST ,. . APRON LIGHT _ — ---- . I f (REFER TO APRON E — — _. UT GRADE TO ELEVATIO �h " LIGHTING LAYO ) )' P i �. :CUT AND PATCH.^ �� EXISTING PARKING LOT I EXISTING REMOVE EXISTING SEE DETAIL ,t + DROP INLET q �, FENCE ., , }{jj{ 2 3; GRADE DITCH TO EXISTING--- -- REMOVE N EXIS lI FENCE ~� DRAIN TO EXISTING SITU iN 4� I" CMP PARK NO 705.68 i 04,80 D35 , .....u. ...■■..... ................lM.■..■■.. s... .1F1 •■�...�■ - i ■ } `t W 705 TALL I 96'.-VIDE ,. DOUBLE SWING - " , w € � Z ' T .,� , 7O'T ,-�(•E.� .E.. .��t��ll�tLl�aikL ���E I M , . 1 WATER METER TO BE k REMOVE EXISTING E� _ FENCE INSTALLED BY FREDERICK _ -'�� FABRIC I m COUNTY SANITATION _-=T FENCE ( -- TO EXISTING CORNER POST AUTHORITY _ EXISTING /M APPROXIMATELOCATION y'9... X , `\ m . M € »" SERVIC A SSEMBLY r ( , " r TIE PROPOSE E<VCE I O EXISTIN FABRIC T " .:. z � � " CORNER POSE, ...__.. _ " -�;, - y .m P APPROXIMATE LOCATION :". _ OF EXISTING 12 W/L k ' w - INSTALL NEW FENCE NOTE: 1. FREDERICK COUNTY SANITATION AUTHORITY TO rs. _.:. a� s� 8 CHAINLINK (SEE bETAIL w, �'"..• r. R BOX SEWER FORCEMAIN .° .- INSTALL WATER METE , VALVE AND INSTALL WATER AND SEWER SERVICE. WATER TAP T B FORCE MAINCONNECTIONTO BE 2 MAKE SERVICE AP A PERFORMED BY K COUNTY APPLICATION AND PAY " :<� - - m~ "_.:" _. ".. FREDERICK COUNTY PERFORMED Y FREDERIC OWNER ER T ..... "_ _. wµ"" " " ,. SANIrtATION AUTHORITY ANY FEES. SANITATION AUTHORITY I 1050-R` 53450 I ADDENDUM NO. TWO (2) MDK 1 1 9/10/93 NO. REVISIONS BY APP. DATE co 55 *00 M DELTA C. AIRPORT CONSULTANTS, INC. Pkhnu+d ✓kP* Cherbtte. NarM CerdAa .�►� !/fir: Kenneth W. $rommer P.E. Reg. No. 12995 FSSJONAL ENG\ LEGEND EXISTING ELECTRIC - — — E — — — EXISTING SANITARY SEWER ---------------------- EXISTING STORM' SEWER - — — — — — - EXISTING WATER - — — W — — - EXISTING DROP INLET [J EXISTING ELEVATION 158.84 EXISTING MANHOLE 0 PROPOSED ELECTRIC E— PROPOSED ELECTRICAL DUCT ED — PROPOSED DITCH ...................... PROPOSED SANITIARY SEWER PROPOSED STORIM SEWER PROPOSED DROP' INLET PROPOSED ELEVATION 153,72 PROPOSED MANHOLE SOIL BORINGS BITUMINOUS PAWEMENT r— CONCRETE REMOVAL CONSTRUCTION IENTRANCE MILLING OVERLAY PAVED DITCH 1 BITUMINOUS PAVEMENT REMOVAL RECONSTRUCTIOIN/NEW PAVEMENT WETLANDS CULVERT INLET (PROTECTION Ou INLET PROTECTION SILT FENCE X X % CHECK DAM PROTECTIVE COVERING CHAINLINK FENCE xx D24 30" END SECTION, ST'D ES-1 STA. 53 + 33 OFF. 565' R B, "R" 30" FRCP INV. IN = 700.48 D35 DROFP INLET, ST'D DI-1 STA. 57 + 63 OFF. 738' R BL "R" TOP = 703.68 15" FRCP INV. OUT = 701.26 E1 EXIS'T. DROP INLET, ST'D DI-1 STA. 58 + 31 OFF. 607' R Bt "R" TOP = 704.30 15" FRCP INV. IN = 700.52 D24-D25 109 ILF 30" RCP CLASS V SLOPE = 0,60% D35-El 148 ILF 15" RCP CLASS III SLOPE = 0.50% a 61 } 00 GRADING AND DRAINA DRAWN BY..Iva by AWS VA 932 02 2 G DEE3C SHEET DK SCOF WINCHESTER REGIONAL AIRPORT D09 71 J ULY 1993 N INDEX S No TITLE 1. COVER SHEET 2., SUMMARY OF QUANTITIES 3. GENERAL LAYOUT 4. PHASING LAYOUT 5. GEOMETRIC LAYOUT 6. GEOMETRIC LAYOUT 7. GEOMETRIC LAYOUT 8. CLEARING AND GRUBBING 9. GRADING AND DRAINAGE 10. GRADING AND DRAINAGE 11. GRADING AND DRAINAGE 12. GRADING AND DRAINAGE 13. GRADING AND DRAINAGE 14, GRADING AND DRAINAGE 15. GRADING AND DRAINAGE 16. GRADING AND DRAINAGE 17. GRADING AND DRAINAGE 18. GRADING AND DRAINAGE 19. GRADING AND DRAINAGE 20. GRADING AND DRAINAGE 21. GRADING AND DRAINAGE 22. GRADING AND DRAINAGE 23. PAVEMENT DETAILS 24. TYPICAL SECTIONS 25. DRAINAGE DETAILS 26. DRAINAGE DETAILS 27. DRAINAGE DETAILS 28. DRAINAGE DETAILS 29. SEDIMENT & EROSION CONTROL DETAILS 30. SEDIMENT & EROSION CONTROL NOTES AND DETAILS 31. ELECTRICAL LAYOUT 32. ELECTRICAL LAYOUT 33. ELECTRICAL LAYOUT 34. ELECTRICAL LAYOUT 35, ELECTRICAL LAYOUT 36. ELECTRICAL DETAILS I ADD;EN DUM NO. ONE (1) MDK 9-7-93 2 ADDENDUM NO. TWO (2) MDK 9-10-93 3 FREgERICK CO. PLANNING REQUIREMENTS BEM MDK 5-5 94 DELTA AIRPORT CONSULTANTS, INC i 7333 Whkepine Road Richmond, Virginia 23237 (804) 275 - 830E MIIIIIMII AIP PROJECT N0. 3=51=0059=10 DELTA PROJECT NO. VA 9302 01is ILI, 41ti e APPROVED JULY 1993 ZONING ADMINISTRATOR I W. VA. MARTIN'S -BURG O '•e er 5.0- . e �I W14 HESTER REGIONAL AIRPORT FRONT ROYAL eI ID WARRENTON LEESBUR.G 1 DEL TA ---- IMF r-stuiPORT CONSUL TANI 0, INC. engineears planners: Richmond,, r . •ne INDEX SHEV NO. TITLE 37. 'ELECTRICAL DETAILS. 38. ELECTRICAL DETAILS 39. MARKING LAYOUT 40. MISCELLANEOUS DETAILS 41. MISCELLANEOUS DETAILS 42. TAXIWAY "A" PROFILE STA, 19 + 00 - STA. 49 + 00 43. TAXIWAY "A" PROFILE STA. 49 + 00 - STA. 67 + 00 44. TAXIWAY PROFILES 45. DRAINAGE PROFILES 46. CROSS SECTIONS STA, 19 +00 STA, 20 + 50 47. CROSS SECTIONS STA. 21 +,00 - STA. 23 + 00 48. CROSS SECTIONS STA. 23 + 50 : STA. 25 +00 49'. CROSS SECTIONS STA. 25+50 - STA. 27+00 50. CROSS SECTIONS STA. 27 + 50 - STA. 29 + 00 51. CROSS SECTIONS STA. 29+50 - STA. 31+00 52. CROSS SECTIONS STA. 31 +50 - STA..33+00 58. CROSS SECTIONS STA. 33 + 50 - STA. 35 + 00 54: CROSS SECTIONS STA. 35 + 50 - STA, 36 + 50 55. CROSS SECTIONS STA. 37 +00 - STA. 38 +00 56. CROSS SECTIONS STA. 38 + 50 - STA. 39 + 50 57. CROSS SECTIONS STA. 40 + 00 - STA, 41 + 50 58. CROSS SECTIONS STA. 42 +00 - STA. 43 + 5;0 59. CRO:SS SECTIONS STA. 44 + 00 - STA. 45 + 50 60. CROSS SECTIONS STA. 464,00 - STA. 47 + 50 61. CROSS SECTIONS STA. 48 +DO - STA 49 + 50 62. CROSS SECTIONS STA. 50+00 - STA.. 52+00 63. CROSS SECTIONS STA. 52 + 50, - STA. 54 + 00 64. CROSS SECTIONS STA. 54 +50 - STA. 56 + 00 65. CROSS SECTIONS STA. 56 +50 - STA. 58 + 00 66. CRAGS SECTIONS STA. 58 + 50 - STA. 60 + 00 67. CROSS SECTIONS STA. 60 + 50 - STA. 62 + 0'0 68.. 'CROSS SECTIONS STA. 62 + 50 - STA_ 64 + 50 69, CROSS SECTION STA. 65 +00 70. WATER QUALITY BASIN STA. 47 + 50 - STA. 49 +00 71. TEMPORARY SEDIMENT BASIN STA. 27 + 50 - STA. 28 + 50 GM W. P.E. IN9. Ub.1�5 • DATE: / 11 OWNER: WINCHESTTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 226,02 (703) 662-5786 DRAWN BY: AWS DESIGNED BY: MDK ALE NON E DATE. JULY 1993