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HomeMy WebLinkAbout036-96 Winchester Regional Airport - Construct T-Hanger Taxiways & T-Hangers - BackfileN 'J Im 4 DO lik''11111v D WINCHESTER, VIRGINIA PROJECT NO. CS 0059 PENDING ELTA PROJECT NO. VA 97021 FOR THE WINCHESTER REGIONAL.AIRPORT AUTHORITY SUMMARY OF QUANTITIES ITEM SPEC & QUANTITIES NO. NO. DESCRIPTION UNIT AS BID AS -BUILT 1 P-100 MOBILIZATION LS 1 2 P-151 CLEARING AND GRUBBING LS 1 3 P-151 ISOLATED TREE REMOVAL, 2-1/2' TO 5' BUTT DIAMETER EA 5 4 P-151 MISCELLANEOUS DEMOLITION LS 1 5 P-156 EROSION AND SEDIMENT CONTROL LS 1 6 P-156 SILT FENCE LF 500 7 F-162 CHAIN LINK FENCE LF 10,500 8 F-162 CHAIN LINK FENCE THROUGH WETLANDS LF 25 9 F-162 24' DRIVEWAY GATE (AUTOMATIC) EA 1 10 F-162 24' DRIVEWAY GATE (SLIDE) EA 1 11 F-162 ' 14' DRIVEWAY GATE (SLIDE) EA 2 12 F-162 12' DRIVEWAY GATE (SWING) EA 5 13 T-901 SEEDING LS 1 14 T-908 MULCHING LS 1 15 R-507 FENCE, ST'D FE—W1, W/METAL POSTS LF 13,000 16 R-507 FENCE, ST'D FE—W1, W/METAL POSTS THROUGH WETLANDS LF 800 17 R-507 12' DRIVEWAY GATE, ST'D FE—G EA 4 ° 18 R-507 TYPE I WATER GATE, ST'D FE-4 EA 1 19 R-507 TYPE II WATER GATE, ST'D FE-4 EA 1 20 R-701 AIRPORT PROPERTY SIGNS EA 55 REVISIONS BY I APP. I DATE 73333 Whitepine Road Richmond, Virginia 23237 (804) 275-8301 JANUARY 1997 LOCATION MAP W. VA. MD. MARTINSBURG � 81 50 \ a \ 340 WINCHESTER REGIONAL LEESBURG AIRPORT 50 FRONT ROYAL 66 ,' 81 17 340 29 WARREN ON O� Z� CULPEPER • 17. �v 33 29 { VICINITY MAP 50 17 90,E 655 WINCHESTER REGIONAL AIRPORT N.T.S. DEL TA AIRPORT CONSUL TANTS, INC. engineers planners Richmond, Virginia Charlotte North Carolina w �A� R'0O o 9�. ,,,, JAG• ON! N.T.S. LTH p�p,LTH p'tr SEVEN,•. R. ART �KENNETH W. BRAMMER> 22921 NO. 12995 V� OWNER/DEVELOPER WINCHESTER REGIONAL AIRPORT AUTHORITY 491. AIRPORT ROAD WINCHESTER, -VIRGINIA 22602 (540) 662-5786 FAX (540) 722-9335 — DESIGNER DELTA AIRPORT CONSULTANTS, INC. 7333.WHITEPINE ROAD RICHMOND, VIRGINI,A 23237 (804) 275-8301 FAX (804) 275-8371 — APPROVED BY THE ZONING ADMINISTRATION ADMINISTRATION DATE SITE DEVELOPMENT PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO LNITIATING WORK. INDEX SHEET NO. TITLE 1 COVER SHEET 2 GENERAL LAYOUT AND PHASING 3 BOUNDARY AND ZONING 4 FENCE LAYOUT 5 FENCE LAYOUT 6 FENCE DETAILS 7 FENCE DETAILS 8 FENCE DETAILS 9 MISCELLANEOUS DETAILS 1 1997 J 9721 COVR.DWG SHT1 DOAV NO. JOB NO. INSTALL PERIMETER FENCE CS-0059-PENDING VA 97021 DRAWN BY: SHEET N TM . - 1 COVER SHEET DESIGNED BY: OF JCL/'S R H SCALE: DATE. 9 WINCHESTER REGIONAL AIRPORT NONE JANUARY 1997 GENERAL NOTES: a L NO. 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3' X 3' ORANGE AND WHITE CHECKER FLAGS (DAY ONLY) OR YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (E.G., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OR ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. 3. 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. • 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 5. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES REQUIRING EARTH DISTURBANCE. AN ADDITIONAL THREE (3) HOUR NOTIFICATION SHALL BE GIVEN IF NO ACTION HAS BEEN TAKEN BY MISS UTILITY WITHIN THE ORIGINAL FORTY-EIGHT HOURS. 6. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: POTOMAC AERIAL SURVEYS, INC. FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD FREDERICK, MARYLAND 21701 CONTRACTOR ACCESS POINT 7. CONTRACTOR'S STAGING AREA AND CONTRACTOR'S ACCESS POINTS SHALL BE AS SHOWN ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER AND AIRPORT MANAGER. THE CONTRACTOR SHALL LIMIT HIS ACTIVITY TO THE VICINITY OF THE AIRPORT PROPERTY LINE. AT NO TIME WILL THE CONTRACTOR BE PERMITTED TO WALK OR TRAVEL WITHIN THE VARIOUS AIRFIELD SAFETY AREAS OR CRITICAL AREAS. CONTRACTOR VEHICLES AND DELIVERY TRUCKS SHALL NOT USE AIRFIELD PAVEMENTS (RUNWAYS, TAXIWAYS, ETC.) TO ACCESS THE WORK SITE. 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 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 10. 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 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. 11. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 12. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, TRASH, PACKAGING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 13. THE CONTRACTOR'S EMPLOYEE PARKING SHALL BE AS SHOWN. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 14. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS REMOVED FROM THE PROJECT OFF SITE IN A LAWFUL MANNER. CONTRACTOR SHALL REMOVE EXISTING FENCE AS NECESSARY FOR INSTALLATION OF THE NEW FENCE. THE REMAINDER OF THE EXISTING FENCE SHALL BE LEFT IN PLACE. 15. THE OWNER WILL FLAG THE PROPERTY CORNERS AND THE PROPERTY LINE ON 500' SPACING. THE CONTRACTOR SHALL PRESERVE THESE MARKINGS. ANY COST TO RESURVEY THE PROPERTY LINE AFTER THE INITIAL SURVEY WILL BE DEDUCTED FROM MONEYS DUE OR THAT WILL COME DUE TO THE CONTRACTOR. 16. CONTRACTOR SHALL INSTALL A TEMPORARY STONE CONSTRUCTION ENTRANCE AT EACH CONTRACTOR ACCESS POINT TO BE USED (CE3.02). CONSTRUCTION ENTRANCES SHALL BE MAINTAINED DURING THE PROJECT AND REMOVED WHEN ACCESS IS NO LONGER REQUIRED. THE COST FOR THIS ITEM SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR P-156 "EROSION AND SEDIMENT CONTROL". \ ' RPZ 1700' X 500' X 1010' NOT LOWER THAN 1 MILE APPROACH VISIBILITY -i j- - _ _ _ _ - EXISTING SHENANDOAH- GAS COMPANY 6" LINE BENCHMARK SCHEDULE N0. STATION; OFFSET ELEV. NORTHING EASTING BM 1 10+00.00; 0.0 726.61 7,101,598.2234 11,581,769.2568 BM 2 65+00.33; 0.0 701.18 7,097,808.6955 11,585,755.7400 NAVD 29 NAD 83 REVISIONS I BY I APP. I DATE API- ��_-� - - - - - 0000 b � ' ' v oQ gUF ROAD FUCK OLD HANGAR 7 CONTRACTOR ACCESS POINT WINCHESTER REGIONAL AIRPORT: ZONED: RA MATERIAL DISTRICT: SHAWNEE TOTAL ACRES: 472 ACRES FEE 17 ACRES EASEMENT. P ffVESR. ART MO. 022921 o �� 'ONAL 17. THE PROJECT INCLUDES BUT IS NOT NECESSARILY LIMITED TO (1) THE CLEARING, GRUBBING AND RESEEDING OF A 15 FOOT WIDE PERIMETER ALONG THE AIRPORT PROPERTY, (2) SELECT TREE REMOVAL AND (3) DISPOSAL OF WASTE MATERIAL OFF -SITE, IN ADDITION TO THE FENCE INSTALLATION. 18. CONTRACT TIME : 120 CALENDAR DAYS LIQUIDATED DAMAGES : $250.00/ CALENDAR DAY. 19. NO MATERIALS, VEHICLES OR CONSTRUCTION RELATED ITEMS SHALL BE STORED OR STAGED WITHIN 20 FEET OF A FIRE HYDRANT. 20. ANY BURNING OR BLASTING PROPOSED ON AIRPORT PROPERTY WILL REQUIRE SPECIAL PERMITS FROM THE FREDERICK COUNTY FIRE MARSHAL'S OFFICE. (SEE NOTE 4). w Z o Q J 0 `n RPZ 2500' X 1000' X 1750' rif �-- 0 �� LOWER THAN 3/4 MILE EXISTING SANITARY APPROACH VISIBILITY SEWER LINE > oo CONTRACTOR SPRING 1997 � . ACCESS POINT ( ) r rrr� Ln EXISTING 12" WINDSOCK r .WATER LINE I / GLIDE SLOPE CRITICAL AREA CONTRACTOR A ESS POINT I� I FUTURE ULTIMATE I / - . RUNWAY SAFETY AREAI `'. ROW 400 x 1000 Il , I / -46,& RWSA JJVV_ A iv_v - - - - - - - - - - �� BM 2 I I� I • � PAPI STA. 65+00 I'NIII 80'C) , -� _ - . - -IWSA 19' TYP. - _ - _ 300 - . �► - - j CONTRACTOR 1 _� _ - - - EXISTING ACCESS POINT SHENANDOAH - --TAXIWAY "A„ - � I GAS COMPANY I 1 35 O TJTJTJT JTJTJTJ _JT ATJTJTJTJTJTJTJ I 6" LINE 11 APRON F _ - F EXISTING GATE --� � -•111� � 11 �111 TERMINA I L 3 �1 rn 1111. HANGAR STATE ROUTE 645 T-HANGAR .o AIRPORT ROAD ROTATING BEACON IN k_11_ RATE HANGARS 0� DEL TA AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Carolina i _ I T-HANGARS CONTRACTOR ACCESS POINT - ! J CONTRACTOR STAGING AREA, AND EMPLOYEE PARKING. NOTE THAT OTHER CONTRACTORS MAY BE USING THIS AREA FOR STAGING ON OTHER PROJECTS. NJ,TH 0;, P O j�� j KENNETH W. BRAMMER> NO. 12995 o 01� IONAL 400 0 400 800 1 "= 400' wilill SCALE FEET INSTALL PERIMETER FENCE LEGEND BM 2 n, BENCHMARK --- APPROXIMATE AIRPORT PROPERTY LINE — — RUNWAY SAFETY AREA LOCALIZER CRITICAL AREA GLIDE SLOPE CRITICAL AREA — EXISTING BUILDINGS ------ EXISTING EASEMENT WETLANDS 9721 GENL.DWG SHT400 JOB NO. VA 97021 SHEET GENERAL LAYOUT & PHASING DESIGNED BY: OF JCL/SRH SCALE: DATE:9 WINCHESTER REGIONAL AIRPORT 1"=400' JANUARY 1997 DOAV NO. CS-0059-PENDING DRAWN BY: I\■ LA N/F CUSTER, TRUSTEE D.B. 753 PG. 367 GB ;T0 N/F CARPER'S VALLEY GOLF CLUB L.P. D. B. 762 PG 808 STONE 8' GRA IEL \ fND. (11 A� CART PA77 L34 N ,/2-�- I N/F CARPER'S VALLEY GOLF CLUB L.P. FNoR f '�\ ` L36 D.B. 762 PG 808 I , OLD POST •/, ( ( , / It ON LINE X i STA. = 3f24.79 (� IT f - - - _ i 1 , 599.16' L T. RUNWA Y L33 L3; ` r _ � 14/32 L38� - - ----���-- \ \ SHENANDOAH GAS CO. (so' MAX WIDTH) - 172" \\� R/GHT-OF- WAY q R£B R REBAR \\ I l 2C 40 �` ,\ it END. - - -� MD. N/F WINCHTER OFFICE CENTER LIMITED RTNER I F. C. S. A. IRON PIPE D.B. 691 PG.��� FND. �r\\'\ ` O GB O. . 677 PG. 487 , ' RA \I Y� � I &1\ �\ 1+ I / / 9 �, / 9 GI \\ L3,2 \\ 1 i (q l 1 \ \ l 1 IT 1 12A B/F WORCO 634 PG 51 STONE iVD. L30 •� � � ,� ��� // \\ �� 11i, \\ � e IRON P/PE RFAR \\two. fffWWWD. 30' OAK I 77MT 16A \ I L29 O 1 I �r L26 7-GOLLADA Y I N/F '�2 - J L2 L27 REND. B 46,7 PG. 96 I NICHOLSON E"°" �., RA N/fi D.B. 245E 216 ;/-- L28 4'' a\ o \ i.( LB BEA VA '- _ N/F BEA VER D. B. 423 REBAR O I \ O G. 252 EN°' � p No �`' z D.B. 423 PG. 252 20 -\ a O , 8 m �'•,\ w z 776 G N/F BEA VER RA D. B. 322 PG. 526 [u HE HE L39 N/F DICK N/F COVERSTONE D.B. 568 PG. 769 D.B. 222 PIG 231 N/F GLAIZE & BROS D. B. 721 PG. 113 h 'L40 COeND? POST END. �• 0� L41 � 0 �1/2" N/F NORTH _ - REBAR ( FREDERICK REAL TY FND. ® BASE OF 24" OAK L42 m, D.B. 721 PG. 113 P 1/2" REBAR END. `. ' 1/2- REBAR fNo STA. fg: 7 53. 81 545. L T. RUNWAY o n �J07. 6 A CRES _ O RUNWAY 14 N 46 40'40- W / 5500' 1 CONC. MONUMENT CONC.JMOINM 'ITSTA. _ = 35f00 STA. f 15 \ \ - 0 R T. RUNWAY 100. 00 R / RUNWA > 14/32 UE OLD NDz r END. 1\ L19 1 1 9 +, '1 II 19' R . RUNWAY 1 + \ 11 L20 Z \ 1 1 L24 oZ. m m� z ; o g \ N1- ICE - - aZ�m� A z o.a zL��. 7 A- mz m zD : cn� m .om m to • <�'- • ` 776 o o r "'z 93 N�\ SCRiPnVE Li LI `� 30 P maw„ V'1 L17 --- + --��_ 5p' om o 1 ..�- _ -- ------ ---- LI --_- ---- -- -----� - �- _-- 201 ��--- ___ --- - D.B. 673 PG. Is 10 GB LI CURVE RAQiUS LENGTH TRN�M, - I --- CHOHO BEARING DEL iA C1 750.00' 228.60m 92.23' 28.11m 46.18 14.07m 92.18' 28.10m N 444522" W 07'02'46" C2 2192.66' 668.32m 496.74' 151.41m 249.44' 76.03m 495.67' 151.08m N 54 46 09" W 1258 48" C3 4089.57' 1246.50m 269.90' 82.27m 135.00' 41.15m 269.85' 82.25m S 59 22 07" E 03 46 53" C4 16405.18' 5000.30m 510.62' 155.64m 255.33' 77.82m 510.60' 155.63m S 6122'03" E 014700" C5 725. 00' 220.98m 103. 70' 31. 43m 51.64' 15.74m 103. 02' 31. 40m S 5624'12" E 08 08 53" C6 1795.27' 547.20m 174.24' 34.82m 57.14' 14. 42m 114.22' 34. 81m S 38 41 50" W 03:38 45" T a LINE l�lR�'C7'1C)Ji1 13f�1A1�lC�' L 1 S 55'13'15" E 1689.89' 515.08m L2 S I1:33'11 " W 93. 92' 28. 63m L3 S 11 42 38" E 443.12' 135.06m L 4 S 5071 '12" W 369.00' 112.47m L5 N 417359" W 128.98' 39.31m L6 N 4876 45" W 270,27' 82.38m L 7 N 6175 33" W 427.72' 130.37m L8 N 5728 40" W 107.02' 32.62m L 9 N 32 3120" E 25.00' 7.62m L 10 N 5728'40" W 769.32' 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 6275 33 W 516.00' 157.28m L 14 N 60 28 33" W 928. 85' 283. I Im L 15 N 54 UJ 00" W 145. JO' 44. 29m L 16 N 52'19 41 " W 2351.25' 716.66m L17 N 304748" E 612.84' 186.79m L 18 N 59 02'16" W J87. 70' 118.17m L 19 N 25 43 07" E 317.11 ' 96.65m L20 N 59 07 46 " W 616.25' 187.83m L21 S 3145'14" W 314.22' 95.78m L22 N 58 4842" W 30.00' 9.14m L23 N 3145'14 " E 314.05' 95.72m L24 N 59 07'46" W 635.67' 193.75m L25 I N 2351 38" E 232.72' 70.93m I NO. I REVISIONS /rAX AfNE DIRE C77ON ...................... . .,..... ... L26 N 60'12'02 ' W 409.47' 124.81m L27 N 26 09 36 " E 58.77' 17 91m L28 N 70 56 33" W 739.94' 225.54m L29 N 28 26'01 " E 564. JO' 172. OOm L30 N 61 *11 45" W 746.94' 227.67m L31 N 5735 JI " E 145.24' 44.27m L 32 N 56 57 34 " E 599.43' 182.71m L33 N 20:31'12" E 575.12' 175.30m L 34 S 58 33 06 " E 1339.57' 408.30m L35 S 582533" E 100.00' 30.48m L36 S 3876'03" W 581.79' 177.33m L37 S 46 40'40" E 1578.90' 481.25m L38 N 25 41 52" E 721.20' 36.94m L39 S 6420'12" E 2358.36' 718.83m L40 S 0854 52" W 411.34' 125.38m L 41 S 56 27 27" E 845.50' 257.71 m L42 S 272644" E 2090.61' 637.22m L 43 N 52 20'11 " W 171. 23' 52.19m L 44 S 2773 00 " E 192.31 ' 58.62m L45 N 617145" W 67.45' 20.56m L 46 N 56 02 31 " E 884.39' 269.51m L 47 S 56 02 31 " W 885.57' 269.93m L 48 S 56 02 31 " W 956.29 291.48m L49 N 002132" W 72.00' 21.95m BY I APP. I DATE 0 -STN R. °HY'' y NO` 0?,29f o A,� S`SIONAL SAhm N/F GOLLADA Y 6y/ D.B. 170 y� �o' PG. 398 � '\ N 6171'45" W 746.94' -- h N/F BEA VER ° p D. B. 423 PG. 252 Q�' N/F BEA VER v 6o kry� Vlb D.B. 423 PG. 252 o� 0 28 N/F BEA VER D.B. 322 PG. 526 A -- RfB. FND. N 1 HWY. MON. END. R T 776 DETAIL "S (NOT TO SCALE) LI N/F GLAIZE IV/F GLAIZE D.B. 607 PG. 661 D.B. 607 PG. & N/F GLAIZE D.B. 607 PG. 669 14/32 I I N /F GLAIZE�9 29 11 \\0 2 1 `_ �N-~ 0. g.. 679 PG. W. . A. A. RA \\ . _ i 2"� L2 D. 781 'I Lam, L43 C6 ' . Ll _ REBAR PG. 11427 I 1 \ \ ` FND. �--- I \LL4�4 _--------- -----------� I I - I _ 1 � _---'� ----- o - .---------: ` ------ -LI �� \ . 4 ACRES 50 € o C/L PROPOSED S>�v£ I ELL RT 728 END. RA o I rn J I I L4 / v s ���` -1 1 �J �'') L6 Cl ��5 1 Qn -C2--------------------- - --- i- ry : 4 -..-- L12 .• -- 1 50 -'-- O (... 1 L10 ❑ 4../I-A --- 25 4A I 84 �' 645 58 C5 -_--------_ '� Rr E3. 567 PG. ---- I PORT AO D- _ - L15f�; - A --_l 67l PG. gyp a RA OLD CORNIER POST FNL7. SEE NOTE 7 7' --\� 3616.25. � 5g•0T46" L24 _ N o Z 6• ;y 635.6 Z in m z D w N 59 V 1 �1.r L23 N/F ASHBY m w D.B. 556 PG 839 w +' L21 L22 N 58 46'42' W 30. Do' _ RT.: 776 ESM'T. VE �3p' Pf? N� 4) l! DETAIL "C" (NOT TO SCALE) NOTES• 1) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECCESSARIL Y INDICA TE ALL ENCUMBRANCES ON THE PROPERTY. 2) IMPRO VEMEN TS HA VE NO T BEEN L OCA TED B Y THIS SUR VEY AS PER WRI TTEN AGREEMENT WI TH THE CLIENT. 3) UNLESS OTHERWISE INDICATED ON THIS PLAT, 5/8" CAPPED REBAR WILL BE SET SET AT ALL PROPERTY CORNERS. PROPERTY CORNERS ALONG 30' PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'. 4) FIELD MEASUREMENTS, INFORMA RON FROM ADJOINING OWNERS OF LONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW RT. 776 AND THE MAJORITY OF OLD RT. 645 TO BE A 30' PRESCRIPTIVE EASEMENT ONL Y. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5) THIS AREA OF LAND APPROXIMA TEL Y 107' x 60' IS PART OF PARCEL 'B" AS SHOWN ON PLA T OF SUR VEY B Y H. BRUCE EDENS, DA TED 3 OCTOBER 1972 AND RECORDED WI TH A DEED DA TED 14 NO VEMBER 1972 IN D. B. J99 PG 303 CONVEYING PARCEL 'B" TO WOODROW W. HALL, ET AL. THE 'CLEAR ZONE EASEMENT" DENOTED AS PARCEL 4A ON EXHIBIT 'A " A TTACHED TO THE CO VENANT AND A GREEMENT RECORDED IN D. B. 516 PG. 562 DA TED 31 AUG. 1979, INCLUDES 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. D.B. 762 PG. 808 LARGE TREES ON BOUNDARY LINE WITH FENCE REMAINS - L39 8' GRA VEL CART PATH 245 W.R.A.A. DETAIL "D " (NOT TO SCALE) 6) "0. LEE GARBER, HIS 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 AS AN EASEMENT OF RIGHT -OF- WA Y FOR INGRESS AND EGRESS FROM GARBER S LAND TO AND FROM THE SAID WELL FOR" WA TER LINE PURPOSES. DEED BOOK 544 PAGE 708. 7) THIS 30' WIDE PORTION OF W.R.A.A. PARCEL #11 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. A L T BY DEED DATED 13 SEPTEMBER 1942. THIS SURVEYOR FOUND NO INFORMA TION AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWAY FROM THE ORIGINAL PARCEL. 8) THIS 20' RIGHT -OF -WA Y IS SHOWN ON PLA T OF SURVEY RECORDED WI TH PARCELS "12A & 128" RECORDED WI TH DEED DA TED 27 AUG. 1971 DEED BOOK 380A T PAGE. 588 DEL TA AIRPORT CONSULTANTS, INC. .1 engineers - planners Richmond, Virginia Charlotte, North Carolina off'' �p,LTH OP t, rp KENNETH W. BRAMMER> NO. 12995 s`SIONALG 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. = 88f 98.85 580.31 ' L T. RUNWA Y 14/32 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 112' REBAR RA MD. 30' PRESCRIPTIVE ESM'T. ro ` C6 i AREA EXCLUDED L39 " FROM PLA T FOR ro CONVEYANCE TO s 5270'" 11 E ? W R. A. A. IN 171.23 AREA EXCEPTED & RESERVED IN\ D.B. 671 PG. 857 D. B. 659 PG. 175 1 2�y� (6,968 SO. FT.) -- (A.K.A. POWLEN EQUIPMENT CO. TRACT L40�9?�o0"� DESCRIBED BY SURVEY OF R.0 GOODE DA TED NOV. 27, 1968) �10 40ETAIL :4 " SCALE.- 1 " = 200' NOTE: PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY DOVE AND ASSOCIATES 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. INSTALL PERIMETER FENCE BOUNDARY AND ZONING WINCHESTER REGIONAL AIRPORT 9721 ZONE.DWG P400SHT DO" NO. JOB NO. CS-0059-PENDING VA 97021 DRAWN BY: SHEET NTM DESIGNED BY: OF 3 JCL/SRH SCALE: DATE 9 1 "=400' JANUARY 1997 v - ,/ 0 \4 3' FARM v EX. MANHOLE _* ter,, I, n f.•,,, _ , 8 � -,-*,/ - t j 1 a..'.d >..mrp me.w .. EXISTING _ � �' �t - END SECTION _, �` _ ,� Y ' I l., Q Q � ", II ;''" t I, i. "I, " � , 8 11 I \ I Ul , �, " p ,f J' ,,.;- - , - - 1 W I I I 1. .� �, .,\ 2 ) I CL ,�.' , ;' I __ ff, CHAIN LINK X ;; �// LEGEND INSET A W i I. `; - __. - -� x h- '/ EXISTING FENCE G5 NOTE: INSTALL GATE 010 ON THE i # ' _� f, OUTSIDE OF THE FUEL FARM FENCE. ' ..--- EXISTING POWER POLE -; �' PROPOSED r �� r� - -�1_Y r�� ff -ram -1 4, CHAIN LINK FENCE I ° _ RE 4; 1; , ,; I ° 11 r - �'t S -WI FENCE ✓ - j \\ PROPOSED FE VVAT R GATE ! ;' �� J r "w M\ 1 / I ..,.�_ TYPE -- .r'�-` - .. - .. FF-�9F- , , ! k- ! I r , u / - i /' , -� ; / ; ; ° I f1. I // PROPOSED GATE - �> i z I �i ! l- - / j i W I • .✓ _` I .. / \ J I f l I 1 > { \.\ ° °� , ✓' G�ANO.G11 THRU G19 NOT USED t, :) LL_/ , . _ ° _ 1 'r I r ` �_ . �'�^^' 1. == _ - 1 COLU aE \ /'" if �- S SLIDE GATE DIRECTION f I i" 't - I° I ° 1\ --- -- I ! \ ! i 1 �.. j � \ i I - _. , , r 1 I / .r 1 11 "I r fir/ I ! -..� _ 1 W,,.., ! 1 i 1 11 , f �,� WETLANDS I 1 f ,, y.. ' ..-..__.-. ..._/ ;' , per. '.\ -_ - - '•'M _ _ `I I ' �.. Z r - i dry- �-y rr� u `, - /• , f S d.. w 1 - .-� o w APPROXIMATE TREE LIMITS ll 11 " _ ° _ ' . ,� , . �. __./ �,- 1 ' _� \ \\�, .._ \_�;- -- - - - -_ 1 I I ' � s r —�T n= �'_- - \ r - SF SILT FENCE �r'"� t e-r- .. �x cam.--�..-._ .1 I ' -�-11 - ` , ,,,.- , r _. .-- - - -. .. - S i \ \ f - - .• ...:.. I I - / \ l / \ ! 1._ I ; .� ,,� z CA,,t%I I , I... ,� STUMP _ -- `\ - \ - NOTES: • 1 r ' � ' --- ,, � ,,�- DISPOSAL L-. I_ i ,t I, , , ,, t ,• _ .------ --- _,.-.�_ '�. �� � .�-�� I � �;� - .. ,. _ , - i ( � - � - � AREA i .. .....�... ..-..____ -.., f I .: �, - --4{ - :'' ' / 1. FOR GATE TYPES SEE GATE SCHEDULE r i I r --- _ _� j/%! 11 0 N DETAIL SHEET. \ _.-_- N FENCE S : ,� \ f.T ` / _ .J. ' I ``.•....,, _ .+�',..JTI9'•d4HE?iANl..1 ilA \ t - __. ""_"'"",+ J I .1I , / .-... -.. J __ ._-, \ I I 1 , -___ ,- - ....— ._. _.- G {.'OMPANY b L.IN \ � _. f .�_� � _ � � � �� � -- ... 1 ,� ` - r .. - - --- - - ... _. .� 2. OWN �,, _ -- -- _- - - _ y -- // ___ 1 WHERE PROPOSED FENCE IS SHOWN -, i ; II -- -x -- �E - .- ... - - - -- \\ °` \ ADJACENT TO EXISTING FENCE, - - ' �� - - -- s ' �a J 1 i -�` I�\� EXISTING FENCE IS TO BE REMOVED. / - __ : � , -' - 1.11, - F— FENCE REMOVAL IS INCIDENTAL TO / _ '. , \ \ ,� ` i - -- ---- I ,.- � _...-- ___. �� ,,_ - --_- - ' .,�. � � �`'• ' _ _ \ � \ . _ .._-. �� - -�- ---- W THE MISCELLANEOUS DEMOLITION l/ -- t - o j, L CALI G"_tR \, t \ --- . - - �:' _ —' --- W i ��r N I�•1 N k 0 i �..._. -� -- -- -- --- _ .------- ----- , � --- - --- - ._ -- - -- LUMP SUM. / ,� --- t " �� -- - r 1 3. CONTRACTOR SHALL CLEAR AND / - ' ,. _ I .1 ",% r uj - - - - - - - GRUB AS NECESSARY. SEE FENCE l I f I r' \ \ BASELINE RW RUNWAY 14-32 W G%, r - �- - - - - - - - - - - - - - - - - - - - - - 1 ti LINE CLEARING AND LOCATION DETAIL I �/ \ \ 4. FENCE SHALL BE PLACED 2' FROM €� w. I I I ___ y �� \ U THE PROPERTY LINE ON THE AIRPORT ..,.Aw--...,-_ _ r - 1 J/- � — ® 1 0 _a<- - --_- --- - _ —�0.1 f f ��0- - � a /./ Y s• P r `//- * . _ __ �_ ts __ `M` '.� s cJ i =� _ �\ I - I ". i , I-,,--� 11 6' / //�i _ / /� • • , ®' REVISIONS 2___ I/ �•'L-D" •'�•'r I ,�... . .% I `--' _ G�\ _ - � SIDE OF THE LINE. SEE FENCE LINE . ' ' --- - f\, m \\ CLEARING AND LOCATION DETAIL. A.,� . -�_/ --�- . -. „ - --- - .� -- _ -::, - - _ - \\ �\ 5. ALL TIE-INS TO EXISTING FENCES, I- f �. _ - _ -- _ _. GATES, AND BUILDINGS SHALL BE r ., " ` - I - _ CONSIDERED AS INCIDENTAL TO E - -- _ _ - --_- / - I -� - ,�', x..� _ CAFE • , \ ', 111 G4 . }11% .Af1 GAR\ 1�1 I -�- - FENCING BID ITEMS. - OTE 2 v.-_ - r ' i w ` . _ J t ;' , -- r� f �. -w �� - r ,tf 1 f ` '-_-_ -_ w- _ \ M,IN Jr SEE GATE POWER 6. PROVIDE AND INSTALL AIRPORT ,. - _. :G3 I, ° -- , t SHED ,� - ;f ----- w_a aT-E-S"`,,SHT.,,6``0 INSET A PROPERTY SIGNS AT 500' INTERVALS r I - , THIS S SEE (SHEET r�L ' L. __" _ ��'' '' ALONG NEW FENCE SEE DETAIL. O r �•-� TIE FENCE INT 0 t t \^{ { J _ _- __ - _..i r _ EXISTING 8 F00 fI,; ° U-' EXISTING , , - - CH LI v • - �, GATE .........., �� ,� %%_ P,IN NK F I __ _ +r y �, . Q\ t , -' _ / I '.'".�•�, , ...., •, --. �, ••. , •Q�: -' � of � ® �\ I - - - --- - II - - _ .. - � �^,.. 1 0 • ,.• ..� _ , ,I q �( x ti __ _36 G1 - - �, 1 n 5= '__ t �, w 1 3 _ I0 I ,0 \ _ - - 4 ( -_ 0 a TIE- FENCE 4n; a I i �� _ _� , , O , - 1. '•. , va----- . ----- � ,.:,. .. _ l\ INTO EXISTING! i Q ; r _ 1 i - .;, .,. .., (1 ,„✓' _ of t i'�. — ..!: , fix•- � •-., _5. .- i ''. . / - • � � 8 FOOT CHAIN B i I I - � � �. \ �t LIN''FENCE - ` i- `1 10 ) ) )0 \') _ _- ..- 1. - , 1 1 - - r .�� , ) I '. ! <_ ka ° � • ___ , U _ Oiai,\\, _ _____ _ 0 0 \ vI..", ---- I .,, ,. _- _ _ n, \- / - ® - - --" 1. "I w e w 1 t ! �� . -_ - r ' : - :_ i „ - )�: `. C , I __ ---- --- ..... ­ _- _ ,., , , %,� I / ­ I I I . , , . "i 1__", --- , - - - - - - - - - - - �., I , ­�: ------------ __ , M .- __- CD _ /. _ 4 c� - f J I ... \. 0 ., , U t ` >. �,. ss, ;h / 71 i _ 11 \\� — o 1. f I �� ( r 645 /: 1I. ©: \ 1._ TE �> �� - o o I �.._ o o a v -,' - J __ STATE <�1.;; µ, , v \ 0 ^ \ i I (� o _ _ - 1.1_­_.,________------ , ` -; e-�-,, i REMOVE EXISTING FARM ;FEN-CE EPLACE WITH r \ _. \: w FENCE. DISPOSE E OFCOLD FENCE NK j , iI \ o o J V / \ D I ~ `"-" __.� OFF AIRPORT PROPERTY. __ �— I \ �_\ ; \\\ . 11 y� ` G - \ :.. `\ �- ,P v o ti ,. , -- _ �, r f i ; I 1 i ,.. /�^ �- \ \s�' \_ x jk `,- I w `, '+ .r' , [1. ° \ 200 0 200 400 w ll -_ww� .....-�....,,,,, , ...�.,,. wt f w � - \ �` `/ I t- �.. - :_- SCALE FEET \ 1 200 i i - \ „ , • A. i __� / \ \ 1 Qi.\ /�r `\ / � I • I' 0 �, F }\..,•r' r i ! .�,f `\ \\ \ 9721BASE DWG 11 1 _ , , / ,t i 1 lKC i , - i I ; 5� j I - i, ,� ' .. :\ C , `, � I rf .~, P200SHT1 _\ / i \\ X4Ta-e~'�_ � Ak P INSTALL PERIMETER FENCE DO" No. vA 97021 � LTH � CS 0059 PENDING BY APP. I DATE �' � S N R. � N0. 022g21 -k Z.-24-g7 ,� � `sIONAL DEL T o�� °r� A t` o " _ � DRAWN BY: SHEET `���°` N TM A /RPOR T CONS UL TA NT S INC. U KENNENO W. BRAMMER � FENCE LAYOUT4 ' No. 12ees DESIGNED BY: mod, .1 A. 4 ,T w� JCL/SRH OF engineers - planners . Richmond, Virginia Charlotte, North Carolina �S`S-tONAL SCALE: DATE: 9 WINCHESTER REGIONAL AIRPORT 1"-20o JANUARY 1997 ` I. ­ ­,­ , I", , - _ ... �, / '. _11 , � , � I , I_ ­­ , _/ - __,____._.­.­.­_ 11 " " , .1 �1' '­_� �, r ( .1 r____________`_- , ­ ... 1__�_._____ __ �_% I `Arl__�11 ___ _ _ _ _ � _ � � _ _ _ ___ _ '� �� ' ~~, ~~` ~ -~ ry ---- tIl�-\-I,"'\��, I / ­ ­"'­�1 � .�. 1,_­\'_Z_ i/�\,1, 11, \ ".".''. ,Z,-.',. -,.-.1,N:-z�-_-- . - -w-_: - --_- --I _,-�--Z_._--­-:---=-.-1.--.-_I .--_­--I-­- --1�­-----_----_ -:�--:I-"--I-- -_- __:_ ­- ---�-_7---- -_---.*---- '- -"-_" - I _---I�--- -- ---------------- -----.----�---- ­., .. , I" . ^ *--~ (_ ��-�-~ ` , // A `^ /\ / / / / _~ . `/ \ `- / � ^ � � ` ' / >^ ^ / ~`�/ // l ``--� -� \~� . I" 11 , ..... �_ -,- - -I.1.­ _. , - __ ___ (__ I-,1 ` � \ /' - / ~ < `-----�^ /_ w --- -~����� / )" \\ -~ --- N / / ` // I , �%.�� \ ' ^, ` ��� / � 1 ` --.^----- ~ � 0� ., ' �_ � __ �_ -_- - ---- ­1 � ­­ __ __..� " -_ 0 ____ ,�- " , " � --------- - ------ - - __ 1:-, . I- _:.. , " �, . �._ 1� I 11 _.. __ . ., -, j .1 I 1 .1 -� ­­ ... �_ - M � \ /-`'/ | __ - -` / ---- ^\ ` g_\) /7 - 1, , / / j� f1 | - ---� \ i / U / ``J ~``~`\ / ' /�' .} 4� �� �� ����- / -~�. \ `^`__-/ �`'/� (`~/`J ~___---- [| /^-- \ | ��0� ! FENCE i 1, ­ .1 " . . / __'� ­ � I - I .. _� -_ 11 - . 11 I _-.1 I I : "I "" " , , '. I ", " , .. I � �, " 11"v y ; --:; 4zz% 1 ­_ 11 I " I � . . . ` .-­-,-_, ( _-, I — , _'' I : , 1, 1-1 I ,,_,� �,�,., �"\. " , ­ � I.. ­ ­ � I , '. � I t - 1, ... �_ 1� 11 ". I I' I ,. , " I . 11 I -.1 I ­ ,. I I .. .� .1 "I. ,; ,. " .. I I �.,. ::",�. " 7 i � � I - ., _... , 1. ", " I '/ ", ., . I I', � .."', "I . . ­��_ - " -,--- _� " "s, _LL__,� � '? 'I '. . 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I�., i_,I" / �'"_/', __ -,,,\ 1,� "____-.,-_!,�N-__111_r�_� ,, I- ��",I, -,- - , �-_'._-, _, =_._�,_�____ ,,�,�- �_-~�/--_,--,.,-,- -­I�-- -A;-,--Z- ( l�--J,fI, -- 11,,,,� )I� _"'1I1, �_"_I1-_,,_, - _1j-IiI _1 �1/-/ES. /XJ�I �W,�,iE'-� R N GLI\NIS\-E,,AA,'� �N, [�'� A\R Y\; ­ -,, -, �5IDrI�1VI � "11, �, l- ., 1 '1�). 1 i[. I 1I11�*, ,A �/I � ) / _ " I . . I -. (NO�11 THRU �1S NOUS I _1"1, -�.,, ,� . 1, ,. I i ," 11- -­ _-,1, .Ii.1,,-.1,I ... � - ,, / `� �-_ ` . / ­ ._...... ,I -)-.- -\-, I 11,,I11-1�) _\____'_ 7__� t...............'.,..,���-­,,I1, _ I.,_ -./ _) _/ 1�', " If1� 1,", ""7�."1I"I. -.. ��..'.--I ,� --, ,--<- _­-_-_-_:'1:1-�), "'­.", , z,_.�_.'_­�,<:1­:.... " I) _1-_\."--,.,. ..._- ) _ ­-�-- I ;.1.A1.1._.­r") ,i 1,1,. -z -_ . ���"I,,- ,1- ­ I "", , �� I-_,. -­..--", 6­1) t� M I " I --A-,, -­--',._ � | ---------- / \ / / . -- S SLIDE GATE D|RECllON \ /~ , � � ",-.1"-- ' ---~ � ­� \ '--// `` ! WETLANDS \ \,I"\ .- \ ��- k ,"� I �i I I1I d" II I ' I "f �, , i C" ", I ",;-I,_,II , , .,, �,"1,1 ,I , 4., -� I1- .. 1_, `.2', �-� 'II1', ' ,- - _~ | ' \ ' /__ 1,1I ' U .-��� \ / ) .� | / _.��— ` �/ /( \\ \ L/ /r rr .y \ \ / . / / ' APPROXIMATE TREE LIMITS N -----3F�----� SILT FENCE ..) I ( (1p, — t - \ I \ - - - _11_/1 'r . i I , " .� , "L�. ,*_:, .­ ------------ ----- -- ­ I I � I' , � . I 1 Z) I r , ,_ " / "---T-; , ��E,\ W1 f GINE 0 _� I 1, ,.- ,_ .1", ..... .,­111 N NOTES: � \ � �- ^, �~ 1� FOR GATE TYPES SEE GATE SCHEDULE ` ,` ON FENCE DETAILS SHEET. --') ` / ^O � � \ ` ` / ^\� ) FENCE /^ '' ^u / \ \ 2. WHERE PROPOSED FENCE IS SHOWN EXISTING FENCE IS TO BE REMOVED. I It Il ) A \-, � - - ___ ,. "'. _., \ I--- � ', I k -\-..FENCE REMOVAL IS INCIDENTAL TO --- 1. THE MISCELLANEOUS DEMOLITION L�K�P SUM. 1-1\~ _/ '...'__­.1_1­11 3. CONTRACTOR SHALL CLEAR AND GRUB AS NECESSARY. SEE FENCE __-__ ��' RUNWAY -_ ^~.~ � ---------�1-------T�--- ----�-11, LINE CLEARING AND LOCATION DETAIL. u`u � � '/� � � fi \ \ . \ ` \ 4. FENCE SHALL BE PLACED 2 FROM = STA. 65fOO ` \ THE PROPERTY LINE ON THE AIRPORT ,� \ M ' ` \ �� \ SIDE �F THE LINE. SEE FENCE LINE U | �� | \ | k\ � -`~-^, /8/ \ \ �_ _- -- � Y | � 0 � �+- � \ � �\ . ) ,/���\\ \ �� ���-�--�-. ,'~- '/- /' `�7�_� �/\ �[�~�r��-� �y//�� r|F4�|mc umn LOCATION nFTm| � � \ \ '�' ~��'.`.,. '..� �~~`...., ~� '.^. \ *^~ `�� ~' -`-\ , \11 \ �^^` �^ I. `\ ._,'' '/ �- ~- 5 ALL TIE TO EXISTING FENCES, \ /~ -~- - _� . ~�� \ ^ ___ ,/ ~ � . | (�\ \ �� / // 0 ' ` \ /' �' /-- �� ~ D0 ' \ | GATES,AND BUILDINGS SHALL BE N CONSIDERED AS INCIDENTAL TO THE FENCING BID ITEMS. O. PROVIDE AND INSTALL AIRPORT I AT BUILDING _jL_ , _L -i , J_ JR _/ - I : A ,� �, I \1# , * I '/ T! 41 I r .. .... ... SEE...D.ETA1 ,-_1 � K"' 'k--x- / ','� . ,,� \ \\ " \�W` ft ", " I I -L. 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"',r:I,� . -,,- \ I�- , ,_.""-.�..�I-,.," ,��I * '�,;�_--,'.I,­�11/ . ,I ',\.9- ­� ', I_,1&_.-­..-_,�, II-�"_ �..." *.- \ U \ ` `` ` SCALE " ' FEET ~~~~~� \ l =2OO \\ \ ' \ ~' ,/ ^�� ' \` \l\ \` ``- \ \ \ \ \ .-'-___ / / ) �! \\ ' � �_ -��' .I \ /� . \� . � � ` ` ` \i \\ \ ` ./ . ^ - 8721BASEDWG \ \ . 1/ ' ` -~ - -.-``^. `_ // // ( �� ' ' \ �� \ \ }\/ / ���� �� \ �` X | \ �\ A / \ ~- \ : P200SHT2 N NO. REVISIONS BY APP. DATE engineers - planners DOAV NO. JOB NO. FENCE LAYOUT 5 NO. 12995 DESIGNED BY. OF 'd -4..?_4-Q7 JCL/SRH Iq 9 Is, &10 L WINCHESTER REGIONAL AIRPORT SCALE' 1"=200' DATE' JANUARY 1997 1 ....-i NO. FENCING NOTES: 1. THE FENCE ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR AND VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 2. THE FENCE ALIGNMENT SHOWN ON THE PLANS IS APPROXIMATE AND SUBJECT TO CHANGE, AS ORDERED BY THE ENGINEER. 3. FENCE POSTS SHALL BE SET ON THE AIRPORT SIDE OF THE FENCE. 4. FENCE FABRIC SHALL BE HUNG ON THE LANDSIDE/PUBLIC SIDE OF THE FENCE. 5. THE CONTRACTOR SHALL INSTALL FENCE WITHIN THE DESIGNATED WETLAND AREAS BY NON —MECHANICAL MEANS. NO TIRE OR TRACK EQUIPMENT IS ALLOWED TO ACCESS THESE AREAS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. 6. THE CONTRACTOR SHALL CONFIRM UTILITY LOCATIONS PRIOR TO DIGGING. THE CONTRACTOR SHALL COORDINATE WORK WITH MISS UTILITY AND AIRPORT AGENCIES. 7. IN AREAS WHERE CLEARANCE BELOW ANY PORTION OF THE FENCE EQUALS OR EXCEEDS SIX (6) INCHES, ADDITIONAL STRANDS OF BARBED WIRE SHALL BE INSTALLED AT A MAXIMUM SPACING OF 4". THE COST FOR THIS WORK SHALL BE INCIDENTAL TO THE PROJECT AND SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. 8. ALL GATE FRAMES SHALL BE SHAPED, AS REQUIRED, TO OBTAIN 4—INCH MAXIMUM OPENING UNDER GATE AND 3—INCH MAXIMUM OPENING ON THE SIDES OF A GATE IN THE CLOSED POSITION. 9. THE CONTRACTOR SHALL PROVIDE A PAD LOCK FOR EACH MANUAL GATE, KEYED WITH THE EXISTING AIRPORT LOCK SYSTEM. EXISTING PADLOCKS ARE AMERICAN LOCK COMPANY, SERIES 5260 WITH 2 1 /2" SHANK. CHAINS AND LOCKS SHALL BE INCLUDED IN THE UNIT PRICE FOR THE GATE. 10. FENCE GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS. THE COST FOR GROUNDING SHALL BE INCLUDED IN THE BID PRICE PER LINEAR FOOT OF FENCE. 11. FOR CHAIN LINK FENCES THAT ARE TO BE REMOVED, THE CONTRACTOR SHALL ROLL THE FABRIC AND LEAVE ON SITE, AT A CENTRAL LOCATION TO BE IDENTIFIED BY THE ENGINEER. ALL OTHER MATERIALS REMOVED SHALL BE DISPOSED OF BY THE CONTRACTOR, IN A LAWFUL MANNER. 12. NO FIELD WELDING TO THE FENCE OR GATES WILL BE ALLOWED. 4" MIN. - PR ON LATCH POST � 14' OR 24' PLAN VIEW RETROREFLECTIVE PER MANUFACTUREI WHITE BACKGROUND o A o 12" AND RED LETTERING, A 11 1 /2" 11" R 1 2 -I � / ---{ 14" I— CONCRETEJJ ^� 4-- U.U. CIRCULAR POST TRACK MEMBER --I TRACK MEMBER 2 2" x 5" STRUCT BARB ARM —" 2" x 5" EXTRUSION TRUCK ASSEMBLY HANGER ASSEMBLY 2" x 2" VERTICAL W41[ II SECTION A -A GUIDE WHEELS BOTTOM GUIDE ASSEMBLY t: SECTION B-B • AUTOMATIC/MANUAL 14' OR 24' SLIDING GATE DETAIL NITS GATE SCHEDULE TED J/ `t X I U Vf\UU IV V IZ OD TRENCHING DETAIL N TS 1. #6 BARE COPPER COUNTERPOISE SHALL BE CADWELD OR APPROVED EXOTHERMIC WELDED CONNECTION TO THE GROUND ROD. 2. COMPACTED BACKFILL SHALL BE PLACED IN 8" MAXIMUM LIFTS WITH A MECHANICAL COMPACTOR. REVISIONS BYIAPPIDATE 0 VEN . ART `No. �2 21 ��SSIONAL E11�'ti G1 24' DRIVEWAY GATE AUTOMATIC W HYDRAULIC OPERATOR AND REMOTE CONTROL G2 12' DRIVEWAY GATE SWING MANUAL, W CHAIN AND LOCK G3 12' DRIVEWAY GATE SWING MANUAL, W/CHAIN AND LOCK G4 12' DRIVEWAY GATE SWING MANUAL, W CHAIN AND LOCK G5 12' DRIVEWAY GATE SWING MANUAL, W/CHAIN AND LOCK G6 12' DRIVEWAY GATE, ST'D FE—G MANUAL, W CHAIN AND LOCK G7 14' DRIVEWAY GATE SLIDE MANUAL, W CHAIN AND LOCK G8 14' DRIVEWAY GATE SLIDE MANUAL, W CHAIN AND LOCK G9 12' DRIVEWAY GATE SWING MANUAL, W CHAIN AND LOCK G10 24' DRIVEWAY GATE SLIDE MANUAL, W/CHAIN AND- LOCK G20 12' DRIVEWAY GATE, ST'D FE—G MANUAL, W CHAIN AND LOCK G21 12' DRIVEWAY GATE, ST'D FE—G MANUAL, W/CHAIN AND LOCK G22 12' DRIVEWAY GATE, ST'D FE—G MANUAL, W CHAIN AND LOCK GATE POWER NOTES 1. POWER FOR THE AUTOMATIC GATE SHALL BE RUN FROM THE EXISTING POWER PANEL IN THE CAP HANGAR. 2. INSTALL RGS CONDUIT THROUGH THE WALL OF THE HANGAR, AND CONNECT TO THE PANEL BOX. PROVIDE A WEATHER TIGHT SEAL WHERE THE CONDUIT PASSES THROUGH THE HANGAR WALL. 3. INSTALL A NEW BREAKER IN THE PANEL BOX FOR THE GATE POWER. 4. INSTALL CONDUIT AND COUNTERPOISE TO THE GATE OPERATOR. REFER TO TRENCHING DETAIL. 5. POWER CABLE AND BREAKERS SHALL BE PER THE RECOMMENDATIONS OF THE MANUFACTURER OF THE GATE OPERATOR AND/OR THE NEC HANDBOOK, WHICHEVER IS MORE RESTRICTIVE. 6. THE COST FOR TRENCHING, CONDUIT, COUNTERPOISE, CABLE, BREAKERS AND ALL OTHER ITEMS NECESSARY TO PROVIDE POWER TO THE GATE OPERATOR SHALL BE INCIDENTAL TO THE UNIT PRICE FOR THE GATE. u 1 R 1 /4" 1 /4„ PO 3/8" DIA HOLE TYP. OF 4 OPER I TY 2" LETTERING RED 4" LETTERING RED TRESPASSING 1/2" SPACING (TYP.) VIOLATORS WILL BE PROSECUTE 0 Q 1" (TYP) 1 2 3 51 NO.11 GAUGE 1" — BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT 3" MIN. O.D. — END POST 1 /4" 17" 17 1 /2" 18" 1 1 /4" LETTERING RED R 1 /4 AIRPORT PROPERTY NITS SIGNS TO BE INSTALLED AT 500' INTERVALS ALONG FENCE, 5' FROM GROUND LEVEL TO BOTTOM OF SIGN MOUNT SIGNS TO CHAIN LINK FENCE FABRIC WITH 3/8" STAINLESS STEEL BOLTS, 3" DIA. WASHERS AND NUTS. FOR FE—W1 FENCE, PROVIDE A LINE POST IN ACCORDANCE WITH FE—W1 LINE POST SPECIFICATIONS TO EXTEND 7" ABOVE GROUND. DRILL 2 HOLES TO THRU—BOLT SIGN TO POST. THESE LINE POSTS SHALL BE CONSIDERED AS INCIDENTAL TO THE FE—W1 FENCING UNIT PRICE. THE COST FOR MOUNTING THE SIGNS SHALL BE INCLUDED IN THE UNIT PRICE PER SIGN. SEE "FENCE GROUNDING DETAIL" MOUND CONCRETE 1 1/2"t — (TYPICAL)? (UKENNETH jp,LTH OF DEL TA 1� AIRPORT CONSULTANTS /NC. W. BRAMMERy NO. 12995 1.6 -4�engineers - planners Richmond, Virginia Char/otta North Caro/ina 'sIONAL ATTACH FENCE FABRIC TO TOP RAIL WITH HOG —RINGS APPROXIMATELY 24" O.C. 6" a 10' MAX 12" (END, CORNER, LINE BRACE OR GATE POST) - I i v I - LINE POST SEE NOTE 2 CHAIN LINK FENCE DETAIL NITS NOTES: 1. A MOISTURE —EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. 2. END POST WITH BRACE TO BE USED WHEN HORIZONTAL OR VERTICAL ALIGNMENT CHANGES 15' OR MORE. 3. ALL POSTS TO BE CIRCULAR, GALVANIZED STEEL PIPE. INSTALL PERIMETER FENCE FENCE DETAILS WINCHESTER REGIONAL AIRPORT : 10" I - LINE POST GROUND LINE VDOT CLASS A3 CONCRETE 9721 FNDT.DWG SHT1 JOB NO. VA 97021 SHEET 6 DESIGNED BY: OF JCL/SRH SCALE: DATE: 9 NONE JANUARY 1997 DO" NO. CS-0059-PENDING DRAWN BY: N TM GROUND CON CADWEL[ CONNECTION TO GROUND ROD TO STRETCHER BAR 'E COPPER 6" MIN. T AND. ROD COPPER CLAD FENCE GROUNDING DETAIL NTS FENCE LINE CLEARING AND LOCATION DETAIL NOTES: &ue • 1. TREES LESS THAN 30" BUTT DIAMETER SHALL BE INCIDENTAL TO THE LUMP SUM CLEARING AND GRUBBING. TREES LARGER THAN 30" BUTT DIAMETER SHALL BE PAID AS ISOLATED CLEARING AND GRUBBING, PER EACH. 2. FALLEN TREES AND/OR FALLEN LIMBS THAT CROSS THE PROPOSED FENCE LINE SHALL BE REMOVED ENTIRELY. PAYMENT FOR TREES SHALL BE MADE ACCORDING TO NOTE 1. FALLEN LIMBS WILL BE CONSIDERED INCIDENTAL TO THE CLEARING AND GRUBBING. REVISIONS BY I APP. I DATE � 5 EVEN I ART > NO. 022921 ��s`sIONAL E�G� DETAIL OF DITCH CROSSING NTS NOTES: 1. PROVIDE ADDITIONAL FE—WI POSTS AS NECESSARY TO PROVIDE MAXIMUM SPACING OF 4 INCHES THROUGH THE CROSSING. 2. TOP OF FENCE SHALL REMAIN LEVEL OVER CROSSING 3. DITCH CROSSING SHALL BE INCIDENTAL TO THE PROJECT WHEREIN NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 4. FE—WI POST AND BARBED WIRE SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE FENCE WITHIN 4" OF THE FENCE LINE. rrrn I-- TALL TURF ;IDENTAL TO S OF WORK) ES INSTALL EXCAVATED FILL MATERIAL IN 6" AND COMPACT WITH FENCE POST HOLE REPAIR DETAIL NTS DELTA AIRPORT CONSULTANTS , INC. engineers - planners Richmond, Virginia Charlotte, North Carolina 12' DOUBLE SWING GATE NTS 500' MAX. SPACING BETWEEN BRACES - CHANGE IN FENCE ALIGNMENT DETAIL p,Z,TH O� U KENNETH W. BRAMMER > NO. 12995 kNSAL S�Co NTS INSTALL PERIMETER FENCE FENCE DETAILS WINCHESTER REGIONAL AIRPORT EXTRA FLEXIBLE, COPPER BRAID. J TO GATE AND NITH GROUND CTOR FOR ELECTRICAL IUITY (TYP) DO" NO. CS-0059—PENDING DRAWN BY: NTM DESIGNED BY: 9721 FNDT.DWG SHT2 JOB NO. VA 97021 JCL/SRH SCALE: DATE: NONE JANUARY 1997 SHEET 7 OF NJ ■itC'� REVISIONS LI LLJ LL1 Dl� z W Ez af W O LLJ Q � Om OFFSET GATE LOCATION DETAIL FOR GATES G1, G89 G13, G20o G22 AND G23 N TS POST TO PROVIDE 3" MAXIMUM GAP FACE OF THE BUILDING. FENCE TERMINATING AT BUILDING DETAIL BY APP. DATE N TS S EVEN R. FHART NO. 022921 k9,7 IONAL FE-4 - ed p,'w Ne'gn in be forr"ed of h,ple strands of mrnrmam 6 gar golvanried wire Inoped around Coble and by a( gate front 2 lf2.10 F,atror,ired Nun, \ Boll, 2 flute Washers, and 2 talk Washers Shope top of post to slight groove Attach rip rail to post with minimum 2x I V t 12 gouge golvanrzed steel strop fait galvanized Dolt though top oil as soe• boors• some, -'__ ar. 12"centers Gate mull be hK.-swinging sw"'g'^g — -` I 2" Min 0 D Gaiv. Pipe Top Roil �\ shown Gort must be fiat-sringinq It meta4 posts are used method of offach­r is to be approved by the Engineer } E 1 Poo -+'I 1 ��}� \ y �• j�End 3/4" sr►t_tl cabal J Ground Lrrra _-- -t - i ra Pbsr go be, above mqh ( Adjacent To E►f ` water Ine .here pas - y I . I sible Secure cohle End Nst 011 t 1 t 1 1 _ End Post Crrn,nJ L tM 3 Adjacent To i End Post i I wariabove er elevmgnr i Mttpdas's� lnble Clamps 2's 2"r t/e 165 Ibs Galvanized Welded Frame TYPE I 94)' Mo.,mwm ►{ ;_=. obovt normalL 2". 2". iAe (0 165 l� L-1:efelevation Galvanized 12' 0"Mottirtlum - Galvanized Welded F,on-e TYPE II METHOO OF FASTENING FILLER This section of fence rs to be used only BOARDS TO ANGLE IRON FRAME when ttquired to Coastal ocr-es% ono is Ryr I. Type ➢. 9 type III to be Iaortd as directed bs the Firmer ° I f Turnbuckie ) � ' I I SIh I LL I 8mrds to be on itpshegxn f"bk S.le al fence I I . try . 1 11 LOCATION PLAN { I t y ^ C.L_ _ 8 _. If..f OIIsN ajar osimolely 5 from s t ANCHOR ROO ASS[ MBLY _ Normal Ferree LiM line - okay from high" d to be ; bndownef -toward highway if to be main- m 6• r+eges to De loaned of triple shorrds of tJpsheam salt loined by V.ornro Deportment of !6 1 pq�q I `._.. }��t mi+imaen 6go goironred we btgt0 ` P ifanspar lotion 6 - - - { . ' 0 (.'�s around cable and tip of We home on 5^ se awsiximole 124ttnters Gate must be Ir - Taut Nf steel cable to be above No p Hfive hee- sw.nq�ng L,t.2'Amr,con Slid - raler line d possible Secure Coble so Her Nut $Ion nbuckle , W8x24.9-0" Bit• Nut, 2 Nit Washers, posts with gofronized cable clom ASH Hts Nut and Wostkr Golvdti,ted Steel Anchor and I lack Washer - all lot galvanized b. !: �'" .It`' pods 2 Re4d ter post ` -- '' t (See Defog) 2 bolt assemN-es to tt used of each 1 inrerstchon paint of frNM bonds and I I sr i ♦_.., 6 0" 2'fO"fit t i 1?1 JUN 1`1' ` a'VIe Won, home I r Grade berm seat for post mad, 6� �0" _ " 2' d anchor bloc► d neassa 4"! above normal 12 0" - ; •"t .� rives All Concrete for its wofw elevation Moitimum 2 0^s 2' 0"s rig I raid post to be Class A 3 Individual C I' L 2"x 2"t 14 A 165 Ibs i TYPE III Galvanized Welded Frame � start, go'" may be used wrh Stondord FE - WI FE-W2or F E - 8 fence. NOTES Geller is to be fabricated b_ conform to fdnduot Channel requtmerifs. Wood heer boards to be I *eared pine bossed to home Smooth wood side is to face upsneem Type I gote is to have two 13 end posts as specified for the type of tense used The adlacerd to end post omit bracing may be eliminated Type I Taft is to have two 8- end posts, odlocrir to end posh, bracing, eft Os specified for the type of fence used SPECIFICATION WATER GATE IN FENCE LINES REFERENCE 242 DETAIL 507 502.06 236 ® DEL TA AIRPORT CONSULTANTS INC. i engineers - planners Richmond, Virginia Charlotte, North Carolina FE—W1,W2 J CORNER BRACE -- Poy Lines- -- -. IE xclusive of fabric 1 - 6' O(f) 0O tZ J wo 2a �i LINE BRACE LINE BRACE AT END LOCATION ----------------- T be hroce wire to tie placed around posts with one wife tin of twece Wire lobe drawn tout by Imstmg betwee each post This applies to all brace wires DWgonal 4"braces to be plat on of pull Post to be notched ' 4"brnces All 4 "dingaral braces to IF W,I hove Iwo 2d nails of each end. I F W -4 Point Borbed ►I i� i.Wire �. tin 4' iwistt / Brace 4 - a v ), ri F round LIne-� _.. - ����� �tT' r i'ny 1 ints g t - FTra[t `- rgbric►n Plnl t. 1/ Typical LY Lines-. ..'^! _ f tFrclis�.t of `I lrtePost fasts ,v�eo} Fabric) iF NOT OTFIERWISF tJ01F U IAN[.NSIONS At1DDI' SCRIPTIONS SIf0WN ON DRAWING Arl'I Y TU 01Hf R OF TAIL S tl?iya23r�PosiwdhL2/2zia7'-O'Rrntts WITH ME SAME MST TYPE O nr 2 D Post 9355 S the/It w,Ihlq.'---------- -- --.. ------------ 00Bracts0227-15Y lbirlt I '."TI WI Is"FE W9 � I (:4 i'Omf Barbed SYve It • as 3 _ its . i IiA; r _, - - - - ►.exit .�-- / ..i GrnunA ! t • - - 1 J Lint it N I '.12'i12"Cons Bock I� O / JJ )i 1rl 4-12"t12"ri12" 12 0C Stf(frbor post � •�G ►�I?"� Line Post{'''-`----- -former Post Conc Block IGee detail below) (Typical Snoclnq between all > � I ine Posts ) �^ --Concrete Footing NOTES Line posts are to be of the SEE GENERAL NOTFS - lyres shown or ecrrivaltnf FENCING FOR ADpRONAL metlrrrq the appmvol of the DETA1LSAND INS Tn1K- Englyeor TtONS All posts are to have a minenum weight of 1.25lbs per loot A minimum of five Clomps for attaching fabric to post are - + A { to be rot luded in cost of r each tine post Flanged"U", Type T'Type 502.02 METAL LINE POST For use inheu of sethnq posts in rnncuete Devices shown ate representational only. See General Notes ALTERNATE ANCHOR DEVICES FENCE, CLASS C DETAIL 4" 0 0 tAeiol Pipe Post (Copped) Min 4 Point ear bed Wire i T 3' O" ; 1y:—Vur 3', 10', 12; 14or 16--rill �--oriooting CF' �z11. r9wue- �.I; TwrateJ METAL GATE -METAL POSTS- WOVEN WIRE !Ia tr For details of fence and braces see oppropnole fence sfondotd HINGE CLAMP HINGE BOLT 12 Req'J) (2 Reg'r1 I Curved to fit dig/of ffwne I Curved to Id did Fut boll hinge ft SUGGESTED HINGE ASSEMBLY E L ices ad at e.iremehes and intersections with 2 minimum 6 diornelef bolts, null and was I • otnts of conhKl are lobe nailed frog wile a rntnunurn of 3 - IO J gatvinti ed nails Lumber h.,l ijak• is to be any Dressed roval ul the Engineer 11 is lobe ;(toted with preserva osote A .coots of CAletiot while point unless otherwise du r later to meet requirements of flit current Rood and Bridge Specihcotwns METAL GATE Gale frame and center brute to be to the dimensions shown on flit drawing except that it 3' w Jin gatc can have a minunum I"flame with no center brace cite is W be tt,a Dipped getvanized or electroplate galvanize) inaccordance with ASTM A-164 T)pt G5 Gast fabric is lobe oil No it goge except lop and bottom strands which are to be No 9 goge iiertical sfronds ore to be spaced 6"aport. !dg;, E LL ANEOUS it I;tcallol-,a Or guns we not specs ie.l rat plans, they ore to Le erected of rise sies designated by fate Engineer Gala hinge and iolch assemblies may, be of any type meeting the appiovot of flit L nginie" etcepl that all hinges age IoDe of a LNfI thruugb tvpe Alt f-ol-ids are to be but dipped �;,1•JntrcJ Any combinot.on of Bole and fence types meeting the upproval of fhe Engineer will be at.cept- able and is not IrmdeJ to The esionples itiownhdreun sYnere wood gate posts fall in rack it muishy areas they ire to be set in (loss A3 or Cl CUtclel2 SPECIFICATION REFERENCE 242 507 236 ��N1,TH oO� P � r� �� �4, f k U KENNETH W. BRAMMER> NO. 12995 k`SIONAL L2.2x In be L22.2�'.4' cut to fit around 2'Lor.g bracket L2j x2y ; O'et!iwt tnittd 10 Stretcher past post A ALTERNATE METHODS OF ATTACHING ANGLE BRACES TO STRETCHER POSTS SPECIFICATION REFERENCE 242 207 236 FE—G 6� �t is 6"hrixes bath sales . Cx 6" ooards , it tg t e II ii 3' 0" i I VW 3; t0',12',14'or Ifi' f _ I 1 14-£ad Posr I '`-Cate Post u u WOOD TE -WOOD POSTS -WOVEN WIRE e 11 vole width esceei tteigid of quit post 5'-0': Woven wire gote post is to be set 3'-6" into ground aepends on type of ter slid - 6, Barbed wire Wire T,risled 4 Point Borbed W,:e 1,! r, Grond �iLine a l0" I' VC, 10',12 16' , End Pau i`6" METAL GATE - OOD POSTS -WOVE IRE For details offence and braces see upproprime lent.e strndaru F I . 6 b(oces both fades- -� 6' 1'. 6" boards A t 3' tU., 1 Vdr 3. 10� 12 �4'or 16_- ; _ _ I � Gate Post i 1-.-End Post WOOD GATE- WOOD POSTS BARBED WIRE FENCE, CLASS C GATE DETAIL INSTALL PERIMETER FENCE FENCE DETAILS Min 502.05 DO" NO. CS-0059-PENDING DRAWN BY: N TM DESIGNED BY: 9721 FNDT.DWG SH T3 JCL/SRH WINCHESTER REGIONAL AIRPORT SCALE' DATE NONE JANUARY 1997 JOB NO. VA 97021 SHEET 8 OF SEDIMENT AND EROSION CONTROL NARRATIVE AND NOTES I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO INSTALL A NEW PERIMETER FENCE ALONG THE AIRPORT BOUNDARY TO PREVENT INADVERTENT TRESPASS BY HUMANS AND ANIMALS. TO FACILITATE MAINTENANCE, A 15' WIDE AREA ALONG THE FENCE WILL BE CLEARED. II. EXISTING SITE CONDITIONS THE SITE IS AN AREA OF GENTLY SLOPING TERRAIN. APPROXIMATELY 9 ACRES WILL BE CLEARED DURING THE CONSTRUCTION OF THIS PROJECT. THE CLEARED AREAS WILL BE SEEDED AND MULCHED TO ESTABLISH A GRASS COVER. III. ADJACENT PROPERTY THE ADJACENT LAND USES INCLUDE RESIDENTIAL ALONG OLD BUFFLICK ROAD, AGRICULTURAL AND INDUSTRIAL ALONG AIRPORT DRIVE, A GOLF COURSE ALONG A PORTION OF THE NORTH BOUNDARY, AND COMMERCIAL/INDUSTRIAL TO THE NORTH AND WEST. IV. SOILS THE FOLLOWING SOIL TYPES ARE FOUND IN THE CONSTRUCTION AREA: 1 C - BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 3B - BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES, MODERATE PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD. 9B - CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, MODERATELY SLOW PERMEABILITY, MEDIUM RUNOFF, MODERATE EROSION HAZARD. 9C - CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES, MODERATELY SLOW TO SLOW PERMEABILITY, MEDIUM TO RAPID RUNOFF, MODERATE EROSION HAZARD. 41D - WEIKERT-BERKS CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, MODERATELY RAPID PERMEABILITY, RAPID SURFACE RUNOFF, HIGH EROSION HAZARD. V. SEDIMENT AND EROSION CONTROL MEASURES 1. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, (VESCH), THIRD EDITION, DATED 1992, AS AMENDED. THE COST FOR MATERIALS, CONSTRUCTION, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES SHALL (EXCEPT FOR PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS, AND SILT FENCE) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEMS FOR "SEDIMENT AND EROSION CONTROL". PAYMENT FOR PERMANENT SEEDING, ASSOCIATED MULCHING, AND SILT FENCE WILL BE MADE UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT, DUE TO THE CONTRACTOR'S SEQUENCE OF WORK. 2. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN 15 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN 15 DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 60 DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. 3. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION AND STANDARDS 3.08, CULVERT INLET PROTECTION). 4. THE CONSTRUCTION OF NON-EXEMPT (REF: VESCH, PAGE 111-F) UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: (A) NO MORE THAN 500 FEET OF TRENCH ARE TO BE OPENED AT ONE TIME; (B) WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES; AND (C) TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFF -SITE PROPERTY. 5. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING ON THE PAVED SURFACES THROUGH THE USE OF TEMPORARY CONSTRUCTION ENTRANCES (VESCH STANDARD AND SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ON TO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES MAY BE REQUIRED DEPENDING UPON THE CONTRACTOR'S SEQUENCE OF WORK. 7. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. PARTICULAR ATTENTION AND EMPHASIS SHALL BE PLACED ON PROTECTING THE WETLAND AREAS LOCATED WITHIN THE PROJECT SITE. 8. SEDIMENT TRAPS, DIVERSION DIKES, SILT FENCE, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON -SITE MUST BE CONSTRUCTED AS THE FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF INSTALLATION. 9. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION. SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ALSO, GRASSED DRAINAGE DITCHES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR USING JUST MESH OR OTHER APPROPRIATE STABILIZATION MEASURES. ADDITIONAL SLOPE AND DITCH STABILIZATION ARE CONSIDERED AS NO PAY ITEMS. 10. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 11. CUT AND FILL SLOPES SHALL BE ROUGHENED IN ACCORDANCE WITH VESCH STANDARD SPECIFICATION 3.29, "SURFACE ROUGHING". 12. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (FD 3.10) "TEMPORARY FILL DIVERSION" AT THE TOP OF EACH UNPROTECTED FILL SLOPE FOR THE DURATION OF THE PROJECT. THE TEMPORARY FILL DIVERSION SHALL DIVERT THE STORMWATER RUNOFF TO AN APPROPRIATE SEDIMENT TRAPPING DEVICE IF LADEN WITH SEDIMENT. 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER, TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE POSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 14. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK. 15. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH STANDARD AND SPECIFICATION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. STONE CONSTRUCTION ENTRANCE 70' MIN. 7A 6" MIN. —1 A FILTER CLOTH SIDE ELEVATION EXISTING GROUND 70' MIN. 12' MIN.* VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION HLIER CLOTH J SEC IIUN A —A 5:1 EXISTING — PAVEMENT MOUNTABLE BERM (OPTIONAL) 10' MIN. A 10 MIN. In EXISTING —I PAVEMENT 10' MIN. i CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. FLOW _111 III itlli1itlli , 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. qw/�wwwi w '?' tAi EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTEI RUNWAY THRESHOLD, END OF PAVEMENT 7: 1 r ) h: v 7: 1 �(h: v) ( I--- g * X F L* PRIMARY. SURFACE * H: 1 (H: V) APPROACH SLOPE — L* ) RUNWAY 200' TRANSITIONAL 7: 1 (h: v) B SURFACE 7:1 (h: v) * NOTE: FOR HORIZONTAL APPROACH SLOPE (H) SEE TABLE BELOW FOR DISTANCE (L) SEE TABLE BELOW FOR FLARE RATIO (X) SEE TABLE BELOW PGN S�pp� 0 200' PPPR I 1 * H:1 SLOPE VARIES 0% --- SECTION A— A * L * L MAX. OBJECT HEIGHT �� 1 0% 0% SECTION B—B 0 MAX. OBJECT HEIGHT \�/ FAR PART 77 IMAGINARY SURFACES NITS NOTE: ANY EQUIPMENT OR OBJECTS PENETRATING THE PART 77 IMAGINARY SURFACES SHALL BE COORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART 77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES. RUNWAY APPROACH L X SLOPE (H) 14 20: 1 250 0.10 1 32 34:1 250 0.15 1 s 9721 MISC. DWG SHT1 �p,I,TH op DELTA o� r� x - � > � �..�+��• , � � J5 �02�21RT � bKENNENO. 2 95MMER> _ AIRPORT CONSULTANTS INC. 2-�4 9? �� � ��=. • .1; w� engineers - planners o� �s`SIONAL ERichmond, Virginia Charlotte, North Carolina �s`sIONAL INSTALL PERIMETER FENCE DO" NO. CS-0059-PENDING JOB NO. VA 97021 MISCELLANEOUS DETAILS DRAWN BY: N TM SHEET OF 9 DESIGNED BY:9 JCL/SRH WINCHESTER REGIONAL AIRPORT SCALE: NONE DATE: JANUARY 1997 NO. REVISIONS BY APP. DATE N/F CUSTE"R, TRUSTEE D. B. 75J PG. 367 N/F CARPER S VALLEY GOLF CLUB L.P. D. B. 762 PG " L39 N/F DICK D.B. 56B PG 769 L40 L34 r„�-�'r�,7,• N/F CARPER S VALLEY GOLF CLUB L.P. --aw --'ar p� aw ~ L36 D.B 762 PG. BA8 -- - OLD POST av LOW STA. 3+2 . 9 I _ / 599.16' L T. RUNWA Y L33 I — J 14/32 L37 X38\"SHENANDOAH GAS CO.RIGHT-OF-WA YN/F WNCHES7E"R CFRCE �(50' MAX. 1WD7H) 307.6 ACRES CENTER LIM17ED PARTNERSHIP _ AM FCSA. IT \ i • D.B. 691 PG 29J no. a en Pc �e� I \\\ O #I I 11 9 \ -19 E--3 1 \ \ L3f 8 \ C/t RUNWA Y 14/32 — �• — — N 46'40 40 W N/F M RCo I 12A 1 10 1 \ \ 18 conic A4oAc4 ENr D.B. 634 P , 51 S 15 - — STA. _ I -,, �/ 1432� L31-"'�'Lo 12B a B q� L19 19 17 AA ao' arr Y, Inov AM r111Gt �385 RUNWA Y L20 1 aw i \ Al,�f L29 `. 14/32 L24 N/F GOLLADA Y NICHO.SON z `� _2 D.B. 467 PG 96 Idl/ ► r D. B 245 PC.. 216 � " � ' � � s iR �`',' .� BEA , 1 N� D.B.r 42J A� k 1 BE V£R PG 252 mck AB. 423 �j 7- PG. 252 28 0 ik-'� s 776 ` 1-4.L17 , T. � R v . I L,s ---a t, Rt 778 P�� Es�'T orn {{ _ G N/F BEA PER 30' 10 —1 ---- J� D.B. 322 PG S26 7 . ----� p 6 3 PG 201 31 A I RT 776 31 PARCEL 31 A NOTE: THIS TABLE HAS BEEN PREPARED WITHOUT THE BENERr OF A 777LE REPORT AND DOES NOT CLAIM TO LIST ALL EASEMENTS OR ENCUMBRANCES. DETAIL u l W P, A A 1 CEL ,f 27 ¢ CW' AMPICIR r ) C5 Tv £A 13" irr DAIT �r - E-1 SHENANDOAH GAS COMPANY _ 15' AIDE PIPELINE 13 AUG 1990 749 530 £-1 6 L 12 / 05 SHENANDOAH GAS COMPANY 15' AIDE PIPELINE 13 AUG. 1990 749 530 E--2 6 L 12 / C5 THE POTOMAC £DISOW COMPANY 15' WIDE ELECTRIC/COMMUNICA RON 17 AUG 1986 693 263 E-2 26 L16 THE POTOMAC EDISON COMPANY 15' WIDE ELECTRIC/COMMUNICA77ON 17 AUG. 1988 693 263 E-2 27 L 16 / C5 THE POTOMAC EDISON COMPANY 15' AID£ ELECTRIC/COMMUNICA 770N 17 AUG. 1986 693 263 E-3 12A, 12B & 16A L24 FREDERICK CO. SANITATION AUTHORITY 20' & 40' AIDE UnLI RES 14 APR. 1986 677 483 E-3 12C L30 FREDERICK CO. SANIT4770N AUTHORITY 20' Ar 40' AIDE UTTLI77ES 14 APR. 1986 677 483 E-3 26 L16 / L17 FREDERICK CO. SANITA7701V AUTHORITY 20' WOE UTILITY 14 APR. 1988 677 483 E-4 26 L 16 COUNTY OF FREDERICK, V1RaAffA 20' AIDE DRAINAGE 11 FEB. 1988 671 850 E-5 6, 7,26 & 27 L 14/ L 16 & L 18 THE POTOMAC EDISON COMPANY 40' AIDE EL£C7RIC/C'OMMUNIC4 TION 20 APR. 1988 680 863 E-6 SEE NOTE• 'B' THE POTOMAC EDISON COMPANY RELOCA77ON 30' RIGHTS 30 DEC. 1975 456 722 E-7 26 & 27 L 16 / L 17 SHENANDOAH GAS COMPANY 50' AIDE GAS PIPELINE 11 NOV. 1954 234 398 E-8 7 & 27 L 17 / L35 SHENANDOAH GAS COMPANY 50' WIDE GAS PIPELINE 23 FEB. 1955 235 348 E-9 13 L34 SHENANDOAH GAS COMPANY GAS PIPELINE 09 DEC. 1954 234 496 E- 10 26 L 17 C. DOUGYAS ADAMS & FERN L. ADAMS FROM ADJOINING LANDS TO GAS TAP 17 AJL Y 1987 653 1 853 £-11 SEE NOTE 'B' NORTHERN WRGINIA POKER COMPANY (SUBORDINATE) POLE LINE, REL OCA TE-ABLE 08 JUL Y 1941 184 144 E- 12 SEE NOTE- "B' NORTHERN WRGIN/A POKER COMPANY TRANSMISSION SYSTEM 14 SEPT. 1933 167 1 200 W .R. A A, PARCEL. . M _ ' ORIGINAL ACQUIS7TON FOR I'l1r511C (AIRPORT) USE WNCI•IES'TER SpEEDWAY, INC. TEE OF 1NSTRU,MENT DATE`° RECORDED n »Q! PAt�' AREA OF RECORD i ACYJUlRE77 BY DEED � - FAA PROJECT NO, AREA OF RECORD ACQUIRED FOR EASEMENT QY C)WNANT 4,952 ACRES 1 C & A 29 JAN. 1970 361 425 -- FAAP 9-44-039-01 2 DANIEL L. KREMER & DOROTHY C. KREMER DEED 06 JAN 1975 440 8,i3 2.199 ACRES FAAP 9-44-039-01 3 DANIEL L. KREMER & DOROTHY LARRICK KREMER C & A 18 JUL Y 1975 447 792 FAAP 9-44-039-01 1. 794 ACRES 4 MEL ON F. ENKINS & DONILEE XNKINS C do A 24 APR. 1969 361 434 FAAP 9-44-039-01 0.279 ACRES 4A MEL ON F. ENKINS & DONILEE , ENKINS C & A 31 AUG. 1979 516 562 ADAP 76-1-5-51-0059-03 0. 694 ACRES 5 O. LEE GARBER (CHANCERY NO. 4735) CIRCUIT COURT ORDER 20 DEC. 1973 423 26 18.193 ACRES FAAP 9-44-039-01 5A O. LEE GARBER (CHANCERY NO. 3886) CIRCUIT COURT ORDER 05 FEB. >.y82 544 708 2.889 ACRES ADAP 76-1-5-51-0059-03 5D 8.026 ACRES ADAP 76-1-5-51-0059-03 6 SHIRLEY CARTER LEASE 07 OCT. 1936 172 273 129.6 ACRES EXIST. AIRPORT PROP. PRIOR TO FAAP 6 SHIRLEY CARTER PROPERRES, INC. DEED 24 NOV. 1943 188 251 129.6 ACRES EXIST. AIRPORT PROP. PRIOR rO FAAP 6 ESTATE- OF ALBERT H. LARGENT DEED 21 MAR. 1944 189 119 8 ACRES EXIST. AIRPORT PROP PRIOR 710 FAAP 6 CITY OF WNCHESTE-R, WRGYNIA DEED 10 FEB. 1.988 671 854 5.12 ACRES EXIST AIRPORT PROP. PRIOR rO FAAP 7 ORRICK CEMETERY CO., INC. OF iWNCHESTER, VIRGINIA DEED 21 NOV. 1967 337 174 41.741 ACRES FAAP 9-44-039-01 8 CAL ON S. BORROR & LO✓S IRENE BORROiR DEED 14 MAR. 1968 340 303 0.774 ACRES FAAP 9-44-039-01 9 MEL ON W. GOOL0VE & ERMA F. GOOL0VE DEED 15 MAR. 1968 340 306 0.236 ACRES FAAP 9-44-039-01 f0 HAT77C L. SRAITHWAI7E DEED 19 MAR. 1968 340 309 2.098 ACRES FAAP 9-44-039-01 11 ERNEST D. RO*E DEED (DEED) 14 MAR. 1968 (20 DEC. 1971) 340 (386) 299 (626) 65.592 ACRES (-24.815 ACRES) FAAP 9-44-039-01 11A 12C 10HN T. SOLENBERGER & AILLIAM E. BRIDGEFOR7H, ,R (CHANCERY NO. 4736) CIRCUIT COURT ORDER 20 DEC. 1973 423 J0 37.442 ACRES AIP 3-51-0059-07 12A RALPH F. BEA VER at KA THLEEN H. BEAVER DEED 08 JAN. 1975 440 831 0.705 ACRES AIP 3-51-0059-07 128 1.003 ACRES AIP 3-51-0059-07 13 LEWS A. LAMP, R. & NAOMI S. LAMP, MONFOIRD D. CUS lE-R & L UC Y L. CUSTE-R DEED 20 NOV. 1968 349 227 O. 5177 ACRES FAAP 9-44-039-01 E-7 SHENANDOAH GAS COMPANY DEED 11 NOV. 1954 234 398 14 E-8 SHENANDOAH GAS COMPANY DEED 23 FEB. 1955 235 348 £-9 SHENANDOAH GAS COMPANY DEED 09 DEC. 1954 234 496 15 FREE ACQUIRED iWTV PARCEL ,/11 DEED 14 MAR. 1,968 340 299 FAAP 9-44-039-01 16A RALPH H. Mc1LHEE DEED 15 JAN. 1975 440 837 4.266 ACRES AIP 3-51-0059-07 17 RUSSELL W. MORELAND & VELMA R. MORELAND DEED 29 SEPT. 1969 361 109 0323 ACRES AIP 3-51-0059-07 18 GORDON A. KEEHR & £LSI£ R. KEEHR DEED 02 FEB. 1979 507 235 0.4927 ACRES FAAP 9-44-039-01 19 HELEN L. ilRA TCHFORD & DA NO C. ARA TCHFORD DEED 13 JUNE 1970 366 ,35 0. 5670 ACRES AIP 3-51-0059-07 O C. CONC ww STA. = 4v ERSTONE PG. 231 N/F GLAIZE & BROS. D. B. 721 PG. 113 WOW pmr L42 � �•� 32 32A 6 PARCEL 32A DETAIL N/F NORTH N/F GLAIZE N/F GLAIZE < rQ FREDERICK REAL TY D. 607 PG. 661 0.8 607 PG 669 D.B. 721 PG: 113 t+7 ZE (J2� 3A \ 33 34 (�� D.B. 607 s 669 ...■■■■■..r■t� .. ou■■■.uururuu■■u .■�.■. r... gas ......... •■■rruuuur■■■uuu■ ■■•r■r■■■■■.r■■•■.r■.•.-■...■■rr■■r..■■■■■■■•■■■.r■r■/■r■■•■..■■■■.w_. ............ ��' ■r■r■ruur. u■■■■uu■ :::::: N.a■r••■■•u••..•••.• •■r■uu■■uurruu.v: ��. ■r.u.■w ■...■..■■...■ru■u..■.■•.■•-- ■■■.■■. i.. u.■■■■■.... ■...-- s■.ruu■■■■■..■..■u■ - - -.....■r...■■..r...■r.. r.■...■......■..........■■■■.■■..■....-- :1.20 564a 31' LT. RUNWAY .■...■.■... 1 ■solos *usage•.■■■•■■•-- •- 0� , :♦HAS fiffN BY WS - i- t• ♦ W- M 0 — J --"' :�■G:•G::■ur.rr■..u............... 3 L13 • � f 4 j �. t AIRPO 44}? lQ� NOTE 'B'. 'THESE RIGHTS• -OF- WA Y HERE FOR GILDER LINES 7HA T HA BEEN RELOCATED AND ARE NOW NOT ON PROPERTY 0bWVED BY THE AIRPORT AUTHORITY" PER INFORMA770YV RECIEWD BY THE POTOMAC EDISON COMPANY 7,.. 25 Roamr M. LARGENT & PATSY 0. LAR(zwr C & A 23 OCT. 1979 RECORDED AREA OF RECORD ' ACQUIRED BY DEED FAA PROXCT NO. y AREA OF RECORD z FOR EASEMENT BY COVENANT AND AG MfN7' 0.17 ACRES +1GE 516 567 ADAP 76-1-5-51-0059-03 26 C. DOUGLAS ADAMS & FERN L. ADAMS DEED 17 XL Y 1987 653 853 21.1113 ACRES AIP 3-51-0059-07 27 AREA IN ROUTE" 645 ABANDONMENT RESOLU7701V 28 SEPT. 1988 28 JOWN T. SOLENBERGER & KILLIAM E. BRIDGEFORTH, Jr. (CHANCERY NO. 4736) CIRCUIT COURT ORDER 20 DEC. 1973 423 30 - 60' FT RIGHT-OF-WAY 29 PERCY C. & CHARLOTTE G-WEPHE7R'D DEED 14 AIL Y 1992 781 1427 5.280 ACRES AIP 3-51-0059-12 30 GEORGE W. & CAROL YN G. CLAIZE ,/R. DEED 31 OCT. 1992 787 999 1.402 ACRES AIP 3-51-0059-08 31 COLLINS DEED 3/A COLLINS CON �� 77ON 17 J&Y 1995 842 0427 0.124 ACRES AIP 3-51-0059-11 32 NORTH FREOERICK REALTY C & A 16 FEB. 1996 854 04M AIP 3-51-0059-IJ 2.94.0 ACRES 32A NORTH FREDERICK REAL TY DEED 16 FEB. 1996 854 0433 490 SO FT (0.011 ACRES) AIP 3-51-0059-13 3.i GEORGE W. AND CAROL YN G. GLAIZE, W. DEED 12 MA Y 1995 840 0998 2. 347 ACRES AIP 3-51-0059-13 33A GEORGE W. AND CAROLYN G. GLAIZE, .R C & A 3 MAY 1995 840 0998 AIP 3-51-0059-13 2.897 ACRES 34 GEORGE W. AND CAROL YN G GLAZE, R DEED 12 MA Y 1995 840 0990 6. 722 ACRES AIP 3-51-0059-13 34A GEORGE W. AND CAROL G GYAIZE, �R C & A 3 MAY 1995 840 0990 AIP 3-51-0059-13 3.165 ACRES 35 WNCHES7E'R SPEEDWA Y C & A f8. 5 ACRES 36 EUGENE F. GROVE DEED f4.1 ACRES 37 MEL ON F. „ENKINS DEED ±1.0 ACRES 38 ERNEST A. NEFF DEED f21 ACRES 39 ROB£RT M. LARGENT DEED f4.0 ACRES 40 ANDREW W. ANDERSON, SR. DEED 1-5.8 ACRES 41 ANDREW W. ANDERSCW, , R. DEED ±0. 3 ACRES 42 RANDOLPH E. ROOGERS, R. DEED f4.2 ACRES 43 KEITH D. AND ROBIN G. ROVERS DEED 12.6 ACRES 44 LEON W. LARGENT DEED f6.0 ACRES 45 7HOMAS A. (MOVE, SR. DEED _t4.1 ACRES 46 N/F RICE DEED _ 47 N/F MILLER DEED 48 N/F KREMER DEED 49 N/F KENNEY DEED CUMULA 77VE TOTALS ACQUIRED 471.6 ACRES 16.8 ACRES NOTE: PERIMETER SURVEY TAKEN FROM PLAT v OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY LEGEND DOVE AND ASSOCIATES GRAPHIC SCALE 3078 SHAWNEE DRIVE 400 0 200 400 Soo 5D PARCELS ACQUIRED WINCHESTER, VIRGINIA 22601 9554EXA.DWG 1 inch = 4001t. 400SHT3 PARCELS IDENTIFIED FOR ACQUISITION NO. REVISIONS BY DATE EXHIBIT OX (1 OF 2) 1 ADD SHEPHERD PROPERTY PARCEL #29 JWB 7-14-92 EXISTING AVIGATION EASEMENT 2 ADD GLAIZE PROPERTY PARCEL #30 JWB 10-11-92 3 PROPOSED COLLINS PROPERTY PARCEL #31 JWB 12-20-93 WINCHESTER REGIONAL AIRPOR �� PROPOSED AVIGATION EASEMENT PHASE 1 1993-1997 4 ADD PROPOSED LAND ACQ. PARCELS #32-49 JWB 03-03-94 WINCHESTER, VIRGINIA 5 REV. PARCEL 31 /31 A, ADD 32/32A,33/33A, & 34/34A JCL 02-06-96 PROPOSED PROPERTY ACQUISITION FEE SIMPLE PHASE 1 (1993-1997) DELTA SHEET ' , AIf�P10iRT C�0 8riJLTANM M PROPOSED PROPERTY ACQUISITION FEE SIMPLE PHASE II (1998-2002) Richmond, Virginia Charlotte, North Carolina OF DRAWN 9Yf A WS BCALE: " = 400' t _ - - -1 - - MILIK Mimi 114 WINCHESTER, VIRGINIA • � 1 1 1 1 • 1 1 I lip DELTA PROJECT NO, VA 955, SUMMARY OF QUANTITIES QUANTITIES ITEM SPEC TOTAL VDA LOCAL ONLY TOTAL VDA LOCAL ONLY NO. NO. DESCRIPTION UNIT AS -BID OTY AS -BID OTY AS -BID OTY AS -BUILT OTY AS -BUILT OTY AS -BUILT OTY 1 P-100 MOBILIZATION LS 1 0.80 0.20 2 P-152 UNCLASSIFIED EXCAVATION CY 15,200 12,160.00 3,040.00 3 P-152 UNSUITABLE EXCAVATION CY 100 80.00 20.00 4 P-156 EROSION AND SEDIMENT CONTROL LS 1 0.80 0.20 5 P-156 SILT FENCE LF 800 640.00 160.00 6 M-103 CLOSED TAXIWAY MARKER EA 1 0.80 0.20 7 M-107 AVIATION BARRICADES LF 540 432.00 108.00 8 P-620 TAXIWAY PAINTING SF 770 616.00 154.00 9 D-701 15 INCH CLASS III RCP LF 440 352.00 88.00 10 D-705 6 INCH UNDERDRAIN PIPE LF 100 80.00 20.00 11 D-705 6 INCH EW-12 ENDWALL EA 2 1.60 0.40 12 D-751 VDOT STD DI-1 INLET EA 4 3.20 0.80 13 D-751 60 INCH VDOT MH-2 WITH T-DI-1 TOP AND GRATE EA 2 1.60 0.40 14 T-901 SEEDING AC 1.50 1.20 0.30 15 T-908 MULCHING AC 1.50 1.20 0.30 16 L-110 4 INCH 2W CONCRETE ENCASED ELECTRICAL DUCT LF 400 320.00 80.00 17 L-119 L-810 OBSTRUCTION LIGHT EA 2 1.60 0.40 18 R-238 JB-3A JUNCTION BOX - MODIFIED EA 2 1.60 0.40 19 R-309 AGGREGATE SUBBASE COURSE - VDOT 21 B TON 4,100 3,280.00 820.00 20 R-315 ASPHALT CONCRETE - VDOT TYPE SM-2A TON 1,600 1,280.00 320.00 21 R-315 ASPHALT CONCRETE - VDOT TYPE BM-2 TON 1,100 880.00 220.00 22 M-108 T-HANGAR UNITS - MATERIALS - 6 "LARGE" UNITS LS 1 0.00 1.00 23 M-108 T-HANGAR UNITS - MATERIALS - 12 "SMALL" UNITS LS 1 0.00 1.00 24 M-108 T-HANGAR UNITS - ERECTION - 6 "LARGE" UNITS LS 1 0.00 1.00 25 M-108 T-HANGAR UNITS - ERECTION - 12 "SMALL" UNITS LS 1 0.00 1.00 26 M-108 T-HANGAR UNITS - FOUNDATION - 6 "LARGE UNIT LS 1 0.00 1.00 27 M-108 T-HANGAR UNITS - FOUNDATION - 12 "SMALL" UNITS LS 1 0.00 1.00 28 M-108 T-HANGAR UNITS - ELECTRICAL - 6 "LARGE" UNITS LS 1 0.00 1.00 29 M-108 T-HANGAR UNITS - ELECTRICAL - 12 "SMALL" UNITS LS 1 0.00 1.00 1 ADDENDUM NO. ONE (1) JCL KWB 8/8/96 2 ADDENDUM NO. TWO (2) JCL KWB 8/14/96 c /�/ /� 3 RELEASED FOR CONSTRUCTION JCL KWB 9/20/96 7333 WHITEPINE ROAD 4 COUNTY REVIEW COMMENTS JCL KWB 9/23/96 ICHOY/OND VIRGINIA 23237 504-275-5 01 1w I 19UNNIN1019 III LOCATION MAP W. VA. MD. MARTINSBURG v( 340 � � J WINCHESTER LEESBURG REGIONAL AIRPORT 50 ' 6 FRONT ROYAL 17 WARRENTON CULPEPER N.T.S. DEL TA AIRPORT CONSULTANTS, IN engineers planners Richmond, Virginia Charloffe,•Carolina zr-s� p,g,TH O�,i G O -t'` 1 r U JOHN CASEY LO / AN KER 7a NO. 92S995 i4-to NAL N.T.S. p� 1 KENNETW W. BRAMMER> NO. 12995 O `sIONAL OWNER/DEVELOPER : WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-5786 FAX (540) 722-9335 - DESIGNER : DELTA AIRPORT CONSULTANTS, INC. 7333 WHITEPINE ROAD RICHMOND, VIRGINIA 23237 (804) 275-8301 FAX (804) 275-8371 96 - APPTOVEq BY THE ZONING ADMINISTRATION ADMINISTR ION D4TE SITE DEVELOPME T PLAN SHALL 6L VALID FOR FIVE (5) YEARS FROM D E OF APPROVAL. LEASED FOR CONSTRUCTION (Includes Addendum Nos. 1 and 2) NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. INDEX SHEET TITLE NO. 1 COVER SHEET 2 GENERAL LAYOUT 2A BOUNDARY AND ZONING 3 GEOMETRIC LAYOUT 4 GRADING AND DRAINAGE 5 BUILDING SCHEMATIC PLAN 6 EROSION & SEDIMENT CONTROL NOTES & DETAILS 7 DRAINAGE DETAILS 8 DRAINAGE DETAILS 9 PAVEMENT DETAILS, TYPICAL SECTIONS & MARKING LAYOUT 10 MISCELLANEOUS DETAILS 11 BASELINE PROFILES 12 DRAINAGE PROFILES 13 CROSS SECTIONS STA. 11+25 - STA. 13+75 14 CROSS SECTIONS STA. 14+00 - STA. 16+00 955000VR.DWG SHT1 CONSTRUCT-THANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. CS0059-PENDING VA 9550 DRAWN BY: SHEET COVER SHEET NTM DESIGNED BY: OF JCL/JAF WINCHESTER REGIONAL AIRPORT SCALE: DATE: 14 NONE I JULY 1996 GENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3 X 3 ORANGE AND WHITE CHECKER FLAGS (DAY ONLY) OR A YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. 3. 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. INCLUDING PAYMENT OF ALL FEES REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 5. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. A 7 FIELD SURVEY INFORMATION WAS PROVIDED BY: MARSH & LEGGE LAND SURVEYORS, P.L.C. 139 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 FAX (540) 667-0469 ALTHOUGH NO ACTIVITY IS ANTICIPATED ON THE ACTIVE RUNWAY OR TAXIWAYS, THE CONTRACTOR SHALL ANTICIPATE THAT TWO-WAY RADIO COMMUNICATIONS WILL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY, TAXIWAYS, OR SAFETY AREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS. THE CONTRACTOR SHALL MONITOR THE COMMON AIR TRAFFIC ADVISORY FREQUENCY (122.70). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE TWO-WAY RADIO(S). REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. 8. UPON NOTIFICATION THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVEN OF A DECLARED AIRCRAFT EMERGENCY. 9. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE CLOSED MARKERS DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKINGS, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 10. THE APRON AREA SHOULD BE PAVED USING A 16-FOOT PAVER OR SMALLER PAVERS PULLED IN TANDEM WITH A HOT JOINT SHALL BE REQUIRED. A JOINT WILL BE CONSIDERED "COLD" IF MORE THAN THIRTY (30) MINUTES ELAPSE BETWEEN PAVING. 11. IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 30-FOOT SHOE OR FIXED STRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT. IN AREAS WHERE GRADE CORRECTION IS REQUIRED, THE CONTRACTOR WILL BE REQUIRED TO USE A FIXED STRING LINE. 12. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 13. 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 SHIALL 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. 14. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR'S EMPLOYEE PARKING SHALL BE AT THE STAGING AREA ONLY. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED WITHIN THE ACTUAL PROJECT LIMITS. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 16. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES ARE TO BE DESIGNED FOR AASHTO HS-20 LOADINGS. 18. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL. 19. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY THE SILT FENCE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR REDISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS UNSUITABLE EXCAVATION. 20. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NIGHTTIME CONSTRUCTION WORK WILL NOT BE PERMITTED. 21. THE CONTRACTOR SHALL ATTEND A PRE -PAVING CONFERENCE CONDUCTED BY THE ENGINEER PRIOR TO START OF PAVING OPERATIONS. THE PAVING FOREMAN SHALL BE PRESENT AT THE CONFERENCE. THE CONTRACTOR SHALL BE PREPARED TO DISCUSS HIS PROPOSED LAYDOWN/PAVING PLAN. 22. WASTE MATERIAL, BROKEN CONCRETE, ASPHALT, ETC. SHALL BE HAULED ON PUBLIC ROADS AND SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN A LAWFUL MANNER. 23. 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 50-05 OF THE SPECIFICATIONS. 24. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 25. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW ONTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN CONSTRUCTION AREA. i PHASING NOTES: 1. PRIOR TO BEGINNING MAJOR WORK ACTIVITIES, THE CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS APPROPRIATE DURING THE PROGRESS OF WORK. 2. ACCESS TO EXISTING T-HANGARS SHALL BE MAINTAINED AT ALL TIMES, WITH THE EXCEPTION OF ONE TWENTY-FOUR (24) HOUR (MAXIMUM) PERIOD IN WHICH PAVING OPERATIONS ADJACENT TO THE EXISTING T-HANGAR SHALL BE COMPLETED. THE CONTRACTOR SHALL COORDINATE THIS TWENTY-FOUR (24) PERIOD WITH THE ENGINEER AND AIRPORT ONE WEEK IN ADVANCE IN ORDER FOR THE AIRPORT TO CONTACT AIRCRAFT OWNERS. RPZ 1700' X 1000' X 1425' ' ' / •' / WINDSOCK `' • .. _ .. — .. — .. — .. .. _ .. _ .. _ .. _ .. �< CONSTRUCT GLIDESLOPE BUILDING ANTENNA FOUNDATION AND ACCESS ROAD CONSTRUCT 1996 PROJECT - BY OTHERS T—HANGAR TAXIWAYS I I I I r fRUNWAY � � GLIDE SLOPE AREA PAPI I TIING Rl.BASELINE RW IRUNWAY SAFETY AR A 250' RWSA TYP. _ 250' RWSA TYP. I�EXIS REILSI 5C I 500' x 1000' ® 1(3� - 5500'_ X 100' I _ STA. 10+100 - ® � - - - - - - - - - - - - - - - - - - - — :�� LOCALIZER 200' RWSA TYP. - 200' RWSA TYP. ■ o ■ ST 65+00 ANTENNA _ I m U BL A STA. 10+00 I ■ PAPI �► _ _ _ _ _ _ I I _ ,� , _ . TWSA 79' TYP. I — 0000a.•/ L; -- o - -- -- -� -- I- . [-- . -- � TAXIWAY »A" I 0 _�" _.,_• ' - - - - - - - - 35' - - - - - -I — TOP - - - - - - - - - - - - L L L l L L L _LT L L L L L L L L L � �� �0�• � /•• oO B SOIL TTTT TTT TTTTTTTT /. ` 10 ••• .� • ` 0 ° ` `� APRON STOCKPILE ' •• _ _ _ J •0 —• .I o Q o0 '� HANGAR I AREA j ••. A0 •• �••' '� \ 1 TERMINAL HANGAR ' •T-HANGARS b a V OAD �Q `� �� FFUCK R1 II 01-0 By \• _. _..._ u T-HANG R I \ 4 1 COUNTY REVIEW COMMENTS NO. REVISIONS JCL I K W B 1 9/23/9 6 BY I APP. I DATE WINCHESTER REGIONAL AIRPORT: ZONED: RA MAGISTERIAL DISTRICT: SHAWNEE TOTAL ACRES: 472 ACRES FEE 17 ACRES EASEMENT. O j'�G3 r () JOHN CASEY LOIfiPaNAKER > NO. p2095 o ,�v IONAL S�e STA ET ROUTE 645 DELTA TEMPORARY CONSTRUCTION ENTRANCE AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina r�_$p,I,TH�'OF P O f U KENNETH W. BRAMMER NO. 12995 1 SSjONAL G • D 0 D I r n i7 WESTVIEW BUSINESS CENTER RPZ 2500' X 1000' X 1750' T EXISTING GATE — I LEGEND BM 2 Q STRUCT T—HANGAR TAXIWAYS & T— GENERAL LAYOUT BENCHMARK HAUL ROUTE APPROXIMATE AIRPORT PROPERTY LINE LOCALIZER CRITICAL AREA GLIDE SLOPE AREA PROJECT AREA WINCHESTER REGIONAL AIRPORT 9550GENL.DWG SH T300 VDA NO. JOB NO. CS0059-PENDING VA 9550 ` DRAWN BY: SHEET N TM 2DESIGNED BY: OF JCL 14 SCALE: DATE 1 "=300' JULY 1996 RA N/F CUSTER, TRUSTEE D.B. 753 PG. 367 IV/F CARPERS VALLEY GOLF CLUB L.P. D.B. 762 PG. 808 N/F DICK ' IV/F COVERSTONE D. B. 568 PG. 769 D.B. 222 PG. 231 L40 N/F GLAIZE & BROS D.B. 721 PG. 113 CORNER POST FND. STONE � /I 8' GRAVEL •' •,�� FND. I I (11A) CART PA TH •/ L41 L34 / i j ♦ • _ _ _ - 112" REBAR N 1/2- { N/F CARPERS VALLEY GOLF CLUB L.P. '' - -_ _ o � ® OAK E REBAR L36 D.B. 762 PG. 808 _ --- FAD. I 1 RV I •. I I OON POST I / LINE/ IT f - STA. = 3T. �-24.79 - _ _ \ \\ 1 599.16' L RUNWA Y \ I L33 I - - - - - _ \ 1 14/32 q L37 L38 I I I ' - >a.��..F.- \ SHENANDOAH GAS CO. /2' \\� RIGHT-OF-WAY \ \r - \ o REBAR REBAR 40 \ `\ 1 FND. - MD. \\\ (50' MAX. WIDTH) TH) WINCHER OFFICE' I 12C 307.6 ACRES CEN TER LIMI TED '' 4RTNER I F. C. S. A. D.B. 691 PG.'" IRON NDP/P£ T \\ I I \\\ O 7 GBH I Al. 677 PG. 487 , \\ 'I I RA \\ 19 a.. \ \ 11 9 \\\ GI I \\ � L3 CIL RUNWAY 14/32 N 4640 40 W 5500' F WORCO I \ �\ 12A 111 �\ \\\\ \ a i CONC. MONUMENT CONC. MdN M VT ?iJ.B. 634 PG. 51 - STA. = 35*00 STA. = 4 1 STONE rlNo. T' \ \ 15 \\ \ - - 0 RT. RUNWAY 100. DO RT. RUNWA Y •.',;;; 14/32 F 14/32 F *•. ..Vw L31 •" �30 ♦ /' 1 /RaJ PIPE Rg/eAR TA. - TFND. \\ L19 \l \ ! I 17 AvO. .19' R . RUNWAY L20 �\��� 30' OAK I 16A 11 ///�\\\ \ •. 2LC 11 1 Z \ \\ 31--- TREE �F GOLLADA Y N/F L29 �'s \\ L27 R e7R- 26 J L25 L2x' z a z m �� o z \ & ZTs pGE 18 _ - -_--�- = B. 4,67 PG. 96 NICHOL SON - - = -Z fWD. o z �\ �� m Z N �, • D L1 $ < ♦ - \ 7 ❑ &w- - . L28 ! o o Z �l z �■ ■ v z �5�` c \n = `-- RA N/F] D.B_245 PG.�16 i i m o c� ' ° _■ ♦ c' z A -' -_ - 1 ~� `� LB BEA VLtR O N/F D.B. 423 REBAR ( �p O w O m o o o -"'' T 76 T av \\\ I BEA VER PG. 252 FND' \" ` " 70 D.B. 423 c� -M 1P wmo SCRIprIVE E an rn� LI \,,``\, C5 L1 .. PG. 252 c� Z Z ' v\ , m N 30 P a 1 - 28 o m� \'\ O c, ca c, 1 L17 a GB "� c� V 1 I L16 � ---_- - --- � z A. E Al �\ R 776 o ro 11 5 _ _----------�1 I n G a 0 __ _ ------ ----- RA s v m - N F BEA VER --�-�"�_'--- S / 1 ` - D.B. 322 PG. 526 LI -_}- - --- 201 - ------ - -- D. B. 673 PG. r � 44�� � m HE HE Cl 750.00' 228.60m 92.23' 28.11m 46.18' 1 14.07m 92.18' 28.10m N 44 4522" W 070246" C2 2192. 66' 668. 32m 496. 74' 151. 41m 249. 44' 76. 03m 495. 67' 751. 08m N 54 46'09" W 12 58 48" C3 4089. 57' 1246. 50m 269.90' 82. 27m I J5. 00' 41.15m 269.85' 82. 25m S 59 22 07" E 03 46 53" C4 16405. 18' 5000. 30m 510. 62' 755.64m 255.33' 77.82m 570. 60' 155.63m S 6122 03" E 0147'00" C5 725.00' 220.98m 103.10' 31.43m 51.64' 15.74m 103.02' 31.40m S 5624'12" E 08O853" C6 1795.27' 547.20m 114.24' 34.82m 5774' 14.42m 114.22' 34.81m S 384150" W 0338'45" L 1 S 55'13'15" E 1689.89' 515.08m L2 S 1133'11 " W 93.92' 28.63m L3 S 11 42 J8" E 443.12' 135. 06m L 4 S 50702" W 369.00' 112.47m L5 N 4173 59" W 128.98' 39..31m L6 N 4876'45" W 270.27' 82.38m L 7 N 6175 33" W 427. 72' 130. 37m L8 N 5728'40" W 107.02' 32.62m L 9 N 32 120" E 25. 00' 7. 62m L 10 N 5728'40" W 169.32' 51.61m L l l N 34 5157" 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' 283.11m L 15 N 54 33 00 W 145.30' 44.29m L 16 N 52'19 41 " W 2351.25' 716.66m L 17 N 30 4748" E 612.84' 186.79m L 18 N 59 02'16" W J87. 70' 118.17m L 19 N 25 43 07" E 317.11 ' 96.65m L20 N 59 07'46" W 616.25' 187.83m L21 S 3145'14" W 314.22' 95.78m L22 N 584842" W 30.00' 9.14m L23 N 3145'14" E 314.05' 95.72m L24 N 59 07'46" W 635.67' 193.75m L25 N 2351 38" E 232.72' 70.93m 1 4 1 COUNTY REVIEW COMMENTS NO. I REVISIONS L26 N 6072 02" W 409.47' 124.81m L27 N 26 09'36" E 58.77' 17.91m L28 N 70 56 33" W 739.94' 225.54m L29 N 28 26 01 " E 564. JO' 172. OOm L30 N 61 '11 '45" W 746.94' 227.67m L31 N 5735 31 " E 145.24' 44.27m L32 N 56 57 34 " E 599.43' 182.71m L33 N 20302" 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' 177.33m L37 S 464040" E 1578.90' 481.25m L38 N 2541 52" E 121.20' 36.94m L39 S 64 20'12" E 2358.36' 718.83m L 40 S 08 54 52" W 411.34' 125.38m L41 S 562727" E 845.50' 257.71m L 42 S 2726 44 " E 2090.61 ' 637.22m L 43 N 52 20'11 " W 171. 23' 5219m L 44 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 L47 S 56 02 Jl " W 885.57' 269.93m L48 S 56 02 31 " W 956.29' 291. 48m L 49 N 00 21 32" W 72.00' 21.95m J C L I K W B 1 9/23/96 BY I APP. I DATE LI N/F / h° GOLLADA Y AB. 170 PG. 398 N 617145' W 746.94' h NIF n BEA VER ° yp D.B. 52 423 NAF BEA VER PG. 2�n v n1 0 D. B. 423 PG. 252 m 0. G CO v 28 N/F BEA VER p D.B. 322 PG. 526 REB. FAD. N 1 HWY. MON. FND. RT 776 DETAIL "B" (NOT TO SCALE) OLD CORNER I POST RVD. SEE NOTE 7 7' --\� 3616.25, J 5g'07'46Y W L24 v z N 5Ig" W 635.6 T A - V1\ L23 N/F ASHBY m D.B. 556 PG. 839 � L21 L22 " \ N 5848'42" W : - 30.00' _ 77 ESM'T VE C-30' (SEE PRESCRNOT-C 4) DETAIL "C" (NOT TO SCALE) NO TES.- 1) THIS PLA T HAS BEEN PREPARED WI THOU THE BENEFIT OF A TI TLE REPORT AND DOES NOT NECCESSARIL Y INDICA TE ALL ENCUMBRANCES ON THE PROPERTY. 2) IMPRO VEMENTS HA VE NO T BEEN L OCA TED B Y THIS SUR VEY AS PER WRI TIEN A GREEMENT WI TH THE CLIENT. 3) UNLESS OTHERWISE INDICA TED ON THIS PLA T, 5/8" CAPPED REBAR WILL BE SET SET AT ALL PROPERTY CORNERS PROPERTY CORNERS ALONG 30' PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'. 4) FIELD MEASUREMENTS, INFORMA77ON FROM ADJOINING OWNERS OF LONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOW RT 776 AND THE MAJORITY OF OLD RT 645 TO BE A 30' PRESCRIPTIVE EASEMENT ONL Y. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS 5) THIS AREA OF LAND APPROXIMA TEL Y 107' x 60' IS PART OF PARCEL B" AS SHOWN ON PLA T OF SURVEY BY H. BRUCE EDENS, DA TED 3 OCTOBER 1972 AND RECORDED WITH A DEED DA TED 14 NO VEMBER 1972 IN D. B. 399 PG. 303 CONVEYING PARCEL 'B" TO WOODROW W. HALL, ET AL. THE 'CLEAR ZONE EASEMENT" DENOTED AS PARCEL 4A ON EXHIBIT 'A " A TTACHED TO THE CO VENANT AND AGREEMENT RECORDED IN D. B. 516 PG. 562 DA TED 31 A UG. 1979, INCLUDES THIS 107' x 60' AREA AL THOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. L42 1/2' REBAR FND. LI oo� h� �o tea° 1/2' REBAR FND. N1 C N/F NOR TH FREDERICK REAL TY D.B. 721 PG. 113 LI IV/F GLAIZE D.B. 607 PG. 669 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 �1 t53.81 1 N/F GLAIZE N/F GLAIZE 545 ' LT RUNWAY \ ■ D. B. 607 PG. 661 D.B. 607 PG. 669. STA. = 88f 98.85 41141-J2 NF" GLAIZE 29 560. 31 ' L T. RUNWA Y 1� D B 679 PG• 69 L2 W. . A. A. 14/32 � D. 781 II L C6 °' L1 R B.AR PG. 11427 ; THIS PARCEL HAS BEEN RECENTL Y qq I L43 FND, PURCHASED BY W.R.A.A. BUT HAS ` \ ------ I % NOT BEEN SURVEYED IN THE FIELD L 4 r �7 IIII ■ t))14 %-' T 64 J� 58 R PG /ROAD p 8 567 - AIRPpR �- O.B. 671 PG. g50 L44 = ---------- ---- I BY THIS SURVEYOR. 4 ACRES o ;' 54' INGRESS/EGRESS ou EASEMENT CIL PROPOSED sravL- 1/2' �� ♦ . , RT. 728 FND. i RA I L4 REBAR RA �, -� ■ 5 L1� - W \J C)'v L6 C1 - �. / 30' PRESCRIP77VE ESM7. Oo _ - - ------=-------- - - L12 1 50' O I ' L10 .............. } : I L13�� L8 25 I 4A . tu N/F CARPERS VALLEY GOLF CLUB L.P. D.B. 762 PG. 808 LARGE TREES ON BOUNDARY LINE WITH --- FENCE REMAINS = 1-39 !; 8' GRA VEL CART PA7H-� W.R.A.A. DETAIL "D " (NOT TO SCALE) 6) "0. LEE GARBER, HIS 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 AS AN EA SEMEN T OF RIGHT -OF- WA Y FOR INGRESS AND EGRESS FROM GARBER S LAND TO AND FROM THE SAID WELL FOR" WA TER LINE PURPOSES. DEED BOOK 544 PAGE 708. 7) THIS 30' WIDE PORTION OF W.R.A.A. PARCEL ill 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 DA TED 13 SEPTEMBER 1942. THIS SURVEYOR FOUND NO INFORMATION AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWAY FROM THE ORIGINAL PARCEL. 8) THIS 20' RIGHT -OF -WA Y IS SHOWN ON PLA T OF SURVEY RECORDED WITH PARCELS "12A & 12B" RECORDED WITH DEED DATED 27 AUG. 1971 DEED BOOK 380A T PAGE. 588 DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina $�NJ,TH 0 j P o, X' (' JOHN CASEY LONGNAKER > NO. 025995 1 s`SIDNAL 41 r C6 L39 roi S52-20I11'E a' 171.23_� AREA EXCEPTED & RESERVED I1V� D.B. 659 PG. 175?jy3\ -- (A.K.A. POWLEN EQUIPMENT CO. TRACT L40�9?�°.°�y DESCRIBED BY SURVEY OF R. U. GOODS DATED NOV. 27, 1968) DETAIL "A " SCALE.- 1" = 200' AREA EXCLUDED FROM PLA T FOR CONVEYANCE TO W.R.A.A. IN D. S. 677 PG. 857 (6,968 SO. FT.) NOTE: PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY DOVE AND ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VIRGINIA 22601 DATED AUGUST 1992, AND REVISED OCTOBER 2, 1992 GRAPHIC SCALE 400 0 200 400 800 1 inch = 400 ft. 9550ZONE.DWG P400SHT CONSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. CS0059-PENDING VA 9550 DRAWN BY: SHEET BOUNDARY AND ZONING DESIGNED BY: DEH OF 2A JCL WINCHESTER REGIONAL AIRPORT SCALE DATE: 14 1 1 "=400' JULY 1996 150' RT-------- -------------------------- 50� -I T 300 ILT 450 7-7 STA. 11+00 BASELINE "A"= STA. 42+82.41, 400' RT. BASELINE "RW" 12+ 0 13+5() 15+ 0 15+50 15 ' R1 BENCHMARK #1 STA. 1083, 22.00' LT. BASELINE "A" STA. 42+60.41, 383.00' RT, BASELINE "RW" EL=709.01 0 STA. 10+90.50, 15.70' LT. TIE INTO EXISTING PAVEMENT STA. 10+90.50, 73.20' L R=57.5' STA. 11+48.00, 73.20' LT STA. 1+48.00 BASELINE "C"= STA. 1+26.30 BASELINE "B" 11 +00 L=195.60' 12+00 STA. 10+00.00 BASELINE "B"= 90 STA. 11+48.00 BASELINE "A" ;' 90' O O + Ld J Ld Q m O j O + I+ 31.4'f i 79.0' 5' R J I H. I C)'t'JV 6HJCLIIVC H = STA. 42+82.42, 902.00, RT, BASELINE "RW" (00 F1 =7nr, -�R BUILDING CONTROL POINT STA. 12+00, 35.80' LT O O N H- Z Q CD Z O Q O � U LL_I 07 J O W O m 42.0'f Z O V) Z Q n x w ry CD Q Ld ry O O + 88.0' O L0 STA. 15+57.00, 1$.80' LT 62.0' STA. 15+89.00 76.80' LT 12.0' STA. 15+89.00, 36.80' LT L=129.40' STA. 16+01.00, 9.40' LT STA. 16+06.00, 9.40' LT STA. 16+06.00, 4.40' LT TIE INTO EXISTING EDGE-:� pLTH No�,- r-) JOHN CASEY�LO> NO. 025995 o �'6&10NAL K$�C,1 52.0' BUILDING CONTROL POINT STA. 12+00, 165.80' LT 51.0'f O O + N O O + LLJ J ILL] Q m O Ln STA. 11+48. 0 BASELINE "D"= STA. 12+56 30 BASELINE "B" STA. 11 +48.00, 268.80' LT 0 N I I \ � STA. 15+57. 0, 15.80' LT 12.0' \ 1 3- oo BASELINE "B" 1 L=130.00' 0 0 STA. 15+69.00, 138.80' LT STA. 1 69.00, 268.80' LT I I J 150' LT STA. 16+01.00, 138.80' LT 300' LT DEL TA AIRPORT CONSULTANTS, INC. engineers - planners Richmond, Virginia Charlotte, North Carolina '1 2 +00 13+50 '15+0 15+50 450' LT p,LTH OP G () KENNETH W. BRAMMER NO. 12995 jONAL $��1 NOTES: 1. ALL STATIONS AND OFFSET ARE REFERENCED TO BASELINE "A" UNLESS OTHERWISE NOTED. 2. BASELINE "RW" EQUALS RUNWAY 14-32 CENTERLINE. THE THRESHOLD OF RUNWAY 14 = BASELINE "RW" STA. 10+00. 3• DIMENSIONS OF T-HANGAR BUILDINGS ARE NOMINAL. FINAL DIMENSIONS WILL BE BASED ON DESIGN PROVIDED BY CONTRACTOR. BUILDING CONTROL POINTS ARE PROVIDED TO INDICATE THE EXTREMIE NORTH-NORTHWEST CORNER OF EACH BUILDING. IN NO WAY CAN EITHER BUILDING EXTEND CLOSER TO THE RUNWAY (NORTH) OR TO THE EXISTING T-HANGAR (WEST) THAN THE STATION AND OFFSET OF THE BUILDING CONTROL POINT. 30 0 30 60 SCALE FEET 1" = 30' NSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. CS0059-PENDING DRAWN BY: DEH GEOMETRIC LAYOUT WINCHESTER REGIONAL AIRPORT DESIGNED BY: JCL 9550GEOM.DWG 30SHT JOB NO. VA 9550 SHEET 3 OF SCALE: DATE: 14 1 "=30' JULY 1996 NO. REVISIONS BY I APP. I DATE 1 4 1 COUNTY REVIEW COMMENTS NO. I REVISIONS - 511t v�, �.,� SITE DIST. _-___-______ _ 9550GRDR.DWG 600' f AIRPORT RSA _.__._. 500 f 30SHT JCL I K w a 1 9/ 23/96 NI,TH Off, NJ,TH Off, CONSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. � 6� o��� �j� CS0059—PENDING VA 9550 DELTA Q� C' DRAWN BY: SHEET \`� DEH U JOHN CA3EY LONQNAKER > � KENNETH W. BRAMMER � 4 NO. 025995 S & AIRPORT CONSULTANTS, INC. GRADING AND DRAINAGE NO. 12995 DESIGNED BY: `� w�A44- -, � I t c l9 w� JCL/JAF OF o� �w engineers - planners O� w IONAL Richmond, Virginia Charlotte, North Carolina �SSIONAL EW I N C I-i ST E R REGIONAL AIRPORT SCALE— DATE: 14 BY APP. DATE 1 —30 JULY 1996 150' RT. Ib0' I_-1 300' LT 450' BENCHMARK #1 STA. 1083, 22.00 LT. BASELINE "A" I STA. 11+00, 0' RT. BASELINE "A"= STA. 42+60.41, 383.00' RT, BASELINE "RW" ' STA. 42+82.41, 400' RT. BASELINE "RW" EL=709.01 n t f 15 1-00 I BUILDING CONTROL POINT STA. 12+00, 35.80' LT L-810 CLASS I OBSTRUCTION LIGHT MOUNTED AT — HIGHEST POINT ON BUILDING (CLOSEST TO RUNWAY). BUILDING CONTROL POINT STA. 12+00, 165.80' LT OPTIONAL STRUCTURAL 1 1 SUPPORTS a LARGE UNIT: 47'-6"x14'-0" 2 CLEAR OPENING (TYP.) 3 SMALL UNIT: 41'-6"x12'-0" 4 3 CLEAR OPENING (TYP.) TOTAL 9,580f S.F. 42' MIN 4 W W Cn 5 m 191 OPTIONAL STRUCTURAL SUPPORT RESIDUAL AREA I PEDESTRIAN ACCESS z O_ z GARAGE STYLE Q ROLL UP DOOR W 011 STA. 15+57.0 - LL_ 166.80' LT STA. 15+89.00, 76.80' LT STA. 15+89.00, 36.80' LT 5 TOTAL 13,925t S.F. 6 7 8 51'f 52' MAX- 9 L_ 11 GARAGE STYLE ROLLUP DOOR PEDESTRIAN ACCESS (ADA ACCE SIBLE) 273'f FIRE RAT D WALL LOCATED 10 ON THE SOUTHERN END OF THE FIRST 12,000f S.F. 1 SEE NOTES 2. 12 n" CD - --Q O I z I- Q n W X LLJ L_ STA. 15+57.00, 215.80' LT i LT 1\ V L L V I V V V I\ AS APPROPRIATE SCHEMATIC GENERAL END VIEW 1 2 + 00 N.T.S. 1,5150 NOTES: 1. DIMENSIONS OF T-HANGAR BUILDINGS ARE NOMINAL. FINAL DIMENSIONS WILL BE BASED ON DESIGN PROVIDED BY CONTRACTOR. BUILDING CONTROL POINTS ARE PROVIDED TO INDICATE THE EXTREME NORTH-NORTHWEST CORNER OF EACH BUILDING. IN NO WAY CAN EITHER BUILDING EXTEND CLOSER TO THE RUNWAY (NORTH) OR TO THE EXISTING T-HANGAR (WEST) THAN THE STATION AND OFFSET OF THE BUILDING CONTROL POINT. WHERE APPROPRIATE, MINIMUM AND MAXIMUM OUTSIDE LIMITS ARE PROVIDED. 2. EACH T-HANGAR BUILDING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH TECHNICAL SPECIFICATION M-108. INFORMATION PROVIDED HERE IS GENERAL ONLY. 3. THE CONTRACTOR SHALL PROVIDE 2 HOUR FIRE RATED WALLS TO SEPARATE EACH 12,000 SQUARE FEET OF BUILDING. 4. ALL T-HANGARS SHALL HAVE P.C.C. FLOORS RESTING ON 4 INCHES OF AASHTO NO. 57 STONE AND ON A 6 MIL VAPOR BARRIER. SEE TECHNICAL SPECIFICATIONS. 15100 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMITS AND FEES NECESSARY TO CONSTRUCT THE BUILDINGS AND COMPLETE THE SITE WORK. 6. UTILITY COORDINATION SHALL BE COMPLETED BY THE CONTRACTOR. ANY UTILITY CONNECTION FEES WILL BE PAID FOR BY THE AIRPORT. 7. BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADA CODES. AT A MINIMUM ONE LARGE UNIT AND UNIT ONE (1) AND ONE OTHER UNIT OF THE SMALL UNITS SHALL BE ' ADA ACCESSIBLE, (3 ADA ACCESSIBLE UNITS TOTAL). 30 0 30 60 SCALE FEET 1" = 30' 16+50 _ -_- - .._....... - -.+ +BENCHMARK #2- - - - -- -- - -- - --- -- - -- - - - - 1 C -i 50 LDG.DWG 150' RT. (.0OoSTA. 16+50, 0 RT. BASELINE "A" 150' LT 300' I-T 450 I_1 STA. 42+82.42, 902.00 RT, BASELINE RW' 30SHT EL=705.38 I,TH O LTH O CONSTRUCT T-HANGAR TAXIWAYS & T-HANGARS vDA No. JOB NO. ��r� � ®EL TA o���A ��j� CS0059-PENDING VA 9550 DRAWN BY: SHEET o�it DEH/CBV () JOHN CASEY LON®NIiKER > (� KENNETH W. BRAMMER y 5 NO. 02 995 AIRPORT CONSULTANTS' INC. NO. 12995 BUILDING SCHEMATIC PLAN DESIGNED BY: IQ w� V6 -1�; � � }� w� JCL OF engineers - planners 0 �w �s`SIONAL ERichmond, Virginia Charlotte North Carolina �SSIONAL�ti W I N C H E ST E R REGIONAL AIRPORT SCALE- DATE: 14 NO. REVISIONS BY APP. DATE 1 -30 JULY 1996 r. WINCH ST REGIONAL AIRPORT WINCHESTER, VIRGINIA WINCHESTER REGIONAL AIRPORT AUTHORITY SUMMARY OF QUANTITIES QUANTITIES ITEM SPEC TOTAL VDA LOCAL ONLY TOTAL VDA LOCAL ONLY DESCRIPTION UNIT NO. NO. AS -BID QTY AS -BID QTY AS -BID OTY AS -BUILT QTY AS -BUILT QTY AS -BUILT QTY 1 P-100 MOBILIZATION LS 1 0.80 0.20 2 P-152 UNCLASSIFIED EXCAVATION CY 15,200 12,160.00 3,040.00 3 P-152 UNSUITABLE EXCAVATION CY 100 80.00 20.00 4 P-156 EROSION AND SEDIMENT CONTROL LS 1 0.80 0.20 5 P-156 SILT FENCE LF 800 640.00 160.00 6 M-103 CLOSED TAXIWAY MARKER EA 1 0.80 0.20 7 M-107 AVIATION BARRICADES LF 540 432.00 108.00 8 P-620 TAXIWAY PAINTING SF 770 616.00 154.00 9 D-701 15 INCH CLASS III RCP LF 440 352.00 88.00 10 D-705 6 INCH -UNDERDRAIN PIPE LF 100 80.00 20.00 11 D-705 6 INCH EW-12 ENDWALL EA 2 1.60 0.40 12 D-751 VDOT STD DI-1 INLET EA 4 3.20 0.80 13 D-751 60 INCH VDOT MH-2 WITH T-DI-1 TOP AND GRATE EA 2 1.60 0.40 14 T-901 SEEDING AC 1.50 1.20 0.30 15 T-908 MULCHING AC 1.50 1.20 0.30 16 L-110 4 INCH 2W CONCRETE ENCASED ELECTRICAL DUCT LF 400 320.00 80.00 17 L-119 L-810 OBSTRUCTION LIGHT EA 2 1.60 0.40 18 R-238 JB-3A JUNCTION BOX - MODIFIED EA 2 1.60 0.40 19 R-309 AGGREGATE SUBBASE COURSE - VDOT 21 B TON 4,100 3,280.00 820.00 20 R-315 ASPHALT CONCRETE - VDOT TYPE SM-2A TON 1,600 1,280.00 320.00 21 R-315 ASPHALT CONCRETE - VDOT TYPE BM-2 TON 1,100 880.00 220.00 22 M-108 T-HANGAR UNITS - MATERIALS - 6 "LARGE" UNITS LS 1 0.00 1.00 23 M-108 T-HANGAR UNITS - MATERIALS - 12 "SMALL" UNITS LS 1 0.00 1.00 24 M-108 T-HANGAR UNITS - ERECTION - 6 "LARGE" UNITS LS 1 0.00 1.00 25 M-108 T-HANGAR UNITS - ERECTION - 12 "SMALL" UNITS LS 1 0.00 1.00 26 M-108 T-HANGAR UNITS - FOUNDATION - 6 "LARGE UNIT LS 1 0.00 1.00 27 M-108 T-HANGAR UNITS - FOUNDATION - 12 "SMALL" UNITS LS 1 0.00 1.00 28 M-108 T-HANGAR UNITS - ELECTRICAL - 6 "LARGE" UNITS LS 1 0.00 1.00 29 M-108 T-HANGAR UNITS - ELECTRICAL - 12 "SMALL" UNITS LS 1 0.00 1.00 1 ADDENDUM NO. ONE (1) JCL KWB 1 8/8/96 2 ADDENDUM NO. TWO (2) JCL KWB 8/14/96 ROAD 3 RELEASED FOR CONSTRUCTION JCL KWB 9/20/96 7333 W�J ITEPINE /�iOAD 4 COUNTY REVIEW COMMENTS JCL KWB 9/23/96 RICHMOND VIRGINIA 23237 04-2�{7-5 01 lam muw= ` LOCATION MAP W. VA. { M D. MARTINSBURG �( 340 l v WINCHESTER LEESBURG REGIONAL AIRPORT 50 FRONT ROYAL 340 17 WARRENTON CULPEPER N.T.S. DEL TA AIRPORT CONSULTANTS engineers planners• Virginia Charloffe,North N.T.S. �p,L'TH p�, p,L TH 0_ , j01, 4' )Ak JOHN CASEY LO. ��NAK >T ()KENNETH W. BRAMMER> NO. 25995 NO. 12995 o,� o,� -it 0NAL F'�s`910 L E��1 OWNER/DEVELOPER : WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-5786 FAX (540) 722-9335 - DESIGNER : DELTA AIRPORT CONSULTANTS, INC. 7333 WHITEPINE ROAD RICHMOND, VIRGINIA 23237 (804) 275-8301 FAX (804) 275-8371 Q/ - APPROVED BY THE ZONING ADMINISTRATION I'V � s Xd-x Azvo (� ADMINISTR ION D TE SITE DEVELOPMEN PLAN SHALL BE. VALID FOR FIVE (5) YEARS FROM ,DATE OF APPROVAL. <, FOR CONSTRUCTION (Includes Addendum Nos. 1 and 2) NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. INDEX SHEET TITLE NO. 1 COVER SHEET R 2 GENERAL LAYOUT 2A BOUNDARY AND ZONING 3 GEOMETRIC LAYOUT 4 GRADING AND DRAINAGE 5 BUILDING SCHEMATIC PLAN 6 EROSION & SEDIMENT CONTROL NOTES & DETAILS 7 DRAINAGE DETAILS 8 DRAINAGE DETAILS 9 PAVEMENT DETAILS, TYPICAL SECTIONS & MARKING LAYOUT 10 MISCELLANEOUS DETAILS 11 BASELINE PROFILES 12 DRAINAGE PROFILES 13 CROSS SECTIONS STA. 11+25 - STA. 13+75 14 CROSS SECTIONS STA. 14+00 - STA. 16+00 955000VR.DWG SHT1 CONSTRUCT-THANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. CS0059-PENDING VA 9550 DRAWN BY: SHEET NTM 1COVER H EET V DESIGNED BY: JCL/IJAF OF WINCHESTER REGIONAL AIRPORT SCALE: DATE° 14 1 NONE I JULY 1996 i 0 GENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3 X 3 ORANGE AND WHITE CHECKER FLAGS (DAY ONLY) OR A YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE SHOULD BE ANTICIPATED. 3. 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. INCLUDING PAYMENT OF ALL FEES REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 5. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. 6. FIELD SURVEY INFORMATION WAS PROVIDED BY: MARSH & LEGGE LAND SURVEYORS, P.L.C. 139 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 FAX (540) 667-0469 7. ALTHOUGH NO ACTIVITY IS ANTICIPATED ON THE ACTIVE RUNWAY OR TAXIWAYS, THE CONTRACTOR SHALL ANTICIPATE THAT TWO-WAY RADIO COMMUNICATIONS WILL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY, TAXIWAYS, OR SAFETY AREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS. THE CONTRACTOR SHALL MONITOR THE COMMON AIR TRAFFIC ADVISORY FREQUENCY (122.70). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE TWO-WAY RADIO(S). REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. 8. UPON NOTIFICATION THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVEN OF A DECLARED AIRCRAFT EMERGENCY. 9. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE CLOSED MARKERS DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKINGS, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 10. THE APRON AREA SHOULD BE PAVED USING A 16-FOOT PAVER OR SMALLER PAVERS PULLED IN TANDEM WITH A HOT JOINT SHALL BE REQUIRED. A JOINT WILL BE CONSIDERED "COLD" IF MORE THAN THIRTY (30) MINUTES ELAPSE BETWEEN PAVING. 11. IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 30-FOOT SHOE OR FIXED STRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT. IN AREAS WHERE GRADE CORRECTION IS REQUIRED, THE CONTRACTOR WILL BE REQUIRED TO USE A FIXED STRING LINE. 12. THE CONTRACTOR SHALL PROVIDE 0-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 13. 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. 14. ALL MANHOLE AND DROP INLETS LOCATIONS AND TOP ELEVATION ARE GIVEN TO THE CENTER OF THE MANHOLE SECTION UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR'S EMPLOYEE PARKING SHALL BE AT THE STAGING AREA ONLY. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED WITHIN THE ACTUAL PROJECT LIMITS. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 16. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION. 17. ALL MANHOLES, DROP INLETS, AND STRUCTURES ARE TO BE DESIGNED FOR AASHTO HS-20 LOADINGS. 18. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL. 19. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY THE SILT FENCE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR REDISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS UNSUITABLE EXCAVATION. 20. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NIGHTTIME CONSTRUCTION WORK WILL NOT BE PERMITTED. 21. THE CONTRACTOR SHALL ATTEND A PRE -PAVING CONFERENCE CONDUCTED BY THE ENGINEER PRIOR TO START OF PAVING OPERATIONS. THE PAVING FOREMAN SHALL BE PRESENT AT THE CONFERENCE. THE CONTRACTOR SHALL BE PREPARED TO DISCUSS HIS PROPOSED LAYDOWN/PAVING PLAN. 22. WASTE MATERIAL, BROKEN CONCRETE, ASPHALT, ETC. SHALL BE HAULED ON PUBLIC ROADS AND SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN A LAWFUL MANNER. 23. 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 50-05 OF THE SPECIFICATIONS. 24. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 25. NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW ONTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN CONSTRUCTION AREA. PHASING NOTES: 1. PRIOR TO BEGINNING MAJOR WORK ACTIVITIES, THE CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS APPROPRIATE DURING THE PROGRESS OF WORK. 2. ACCESS TO EXISTING T-HANGARS SHALL BE MAINTAINED AT ALL TIMES, WITH THE EXCEPTION OF ONE TWENTY-FOUR (24) HOUR (MAXIMUM) PERIOD IN WHICH PAVING OPERATIONS ADJACENT TO THE EXISTING T-HANGAR SHALL BE COMPLETED. THE CONTRACTOR SHALL COORDINATE THIS TWENTY-FOUR (24) PERIOD WITH THE ENGINEER AND AIRPORT ONE WEEK IN ADVANCE IN ORDER FOR THE AIRPORT TO CONTACT AIRCRAFT OWNERS. • �• ` Q •.o .� 0 �. ----` i-' In LLJ --a 0 � �� -100 0 WESTVIEW BUSINESS CENTER _.- ' •' • Cn ■ •.�•• '��. o RPZ 2500' X 1000' X 1750' _- RPZ 1700' X 1000' X 1425' 11000000 ' - 01 I •�•'� WINDSOCK `�•�� I ♦ � � — �•.� ■ ♦ • ■ _ — _ -- -- ------------------- --� �< CONSTRUCT GLIDESLOPE BUILDING ANTENNA ',�•• ■ — ■ ' FOUNDATION AND ACCESS ROAD — --� CONSTRUCT 1996 PROJECT- BY OTHERS — _ - • - T-HANGAR TAXIWAYS-----------------1 '��..►- PAPI I ' RUNWAY SAFETY AREA 250' RWSA TYP. 500' x 1000, LOCALIZER ' STA. 10+I00 ANTENNA _ 200' RWSA TYP.MC - •' ♦ -- o - -- -- -- - :D • o _ 00-I'm w ♦ ♦ • - • • ♦ b �� O D ♦ \ ° n v • KRpAD LLD BpFFUC 4 1 COUNTY REVIEW COMMENTS NO. REVISIONS JCL I K W B 1 9/23/96 BY I APP. I DATE ANGAR 1 ■ 1 WINCHESTER REGIONAL AIRPORT: ZONED: RA MAGISTERIAL DISTRICT: SHAWNEE TOTAL ACRES: 472 ACRES FEE 17 ACRES EASEMENT. ��p,LTH 0 D U JOHN CASEY LONGNAKER > NO. 026095 k0 ��s`sIONAL e: .r\": • 35' APRON __ F 250 RWSA TYP. _5500'_ X 100' BL "A" STA. 10+00 TWSA 79' TYP. TERMINAL HANGAR J ROTATING BEACON r ROUTE 645 T-HANGAIR STATE CONSTRUCT T-HANGARS BM 2- TOP SOIL STOCKPI AREA A I I I I GLIDE SLOPE AREA RUNWAY � I BASELINE RW I �EXISTIING REILSI I STPI. 65+00 ��200' RWSA TYP. ■ • o ■PAPI TAXIWAY A --\ TTTTTTT�1T_L Zi 1 _L7zr_ T_T1TTTTTTTT AIRPORT ROAD TEMPORARY CONSTRUCTION ENTRANCE ® DEL TA 6 AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Caroiina T-HANGARS CONTRACTOR STAGING AREA AND EMPLOYEE PARKING. NOTE CORPORATE OTHER CONTRACTOR'S MAY BE HANGARS USING THIS AREA FOR STAGING ON OTHER PROJECTS. ,�p,LTH OF j KENNETH W. BRAMMER � NO. 12995 o ,�v ��s`�IONAL RUNWAY SAFETY AREA 500' x 1000' • • DISPOSAL AREA - SOIL INSTALL MALSR'S ONLY. GRADE 1996 PROJECT -BY OTHERS LEVEL. 6:1 • MAX. SLOPES. I ' SEED & MULCH. i �• •I • • DISPOSAL AREA -EXISTING GATE i LEGEND NSTRUCT T-HANGAR TAXIWAYS & T-H GENERAL LAYOUT WINCHESTER REGIONAL AIRPORT 9550GENL.DWG SHT300 VDA NO. JOB NO. CS0059-PENDING VA 9550 DRAWN BY: SHEET N TM 2 DESIGNED BY: OF JCL 14 SCALE: DATE: 1 "=300' JULY 1996 NIF CUSTER, TRUSTEE D.B. 753 PG. 367 C� W NIF CARPER'S VALLEY GOLF CLUB L.P. D.B. 762 PG. 808 L39 .•- STONE 0� / ,I B' GRAVEL MD. � ' / I (1 1 A) CART PATH _ N L34, 1/2" REBAR A � 2- i NIF CARPER S VALLEY GOLF CLUB L.P. "__ -_ O � ® OAKBASS N , REBAR`�� ! L36 D.B. 762 PG. 808 FND. �� `�\1 r= 1 1 j OLD POST •'/ �ON LINE/ STA. = 3t24.79 j � � 1 IT f -- 1L 99.16' L T. RUNWA Y I L33 _ - - - , ; 1 ����-- L3 7---- \ SHENANDOAH GAS CO. -�� L -1/� 1/2" \!� RIGHT-OF-WAY REBAR - - - REBAR \ o I 12C 40 �` 1 MD. FND. \� \ (50' MAX. WIDTH) NIF WINCHhTER OFFICE O �� \ 1, �\ 307. 6 ACRES _ 6 CENTER L/MI TED RTNER I F. C. S. A. \ 11 I D.B. 691 PG p ` IRON PiP£ T FND RA \\ � G B D. . 677 PG. 487 GI `\ :.r p 1 _-'! C/L RUNWAY 14/32 IT C� a 12A _ - \\\ \ l8 I CONC. MONUMENT ����STAW� ON M NT %F WORCO B. 634 PG. 51 \ 11' \ \` \ 1 - STA. = 35t00 4 t j. STONE 4VA i % ' \ I i ; 1 15 `\ 1�ID - - O RT. RUNWAY . RUNWA > 14/32 F14/32 �1P/PE R�(BAR TA - L1917/ .19' R . RUNWAYj 1 L20` 30' OAK / / �\ \ 2 G ! 1 31 \ ' 1REE I 16A \ ; l 1 1 \ ---- � L29 11 % L26 L L24 v z z c� 1 ICE - F GOLLADAY I N/F ::� L27 R112" - J L25 \ s 276 PG 16__ _ v II B 4 PG 96 I NICHOLSON ` _ - FND. - oz °'� �c p z cn D L1$ t_ 7 s RA N`J. ul 77 D.B. 245 PG-216 - •• L28 !i f� 5/8LEI iii, BEA V��" j Z ems•• ' REBAR 1 � : m A -A ' y 1 NIF D.B. 423 RM q O ti •�\ a O my wo o\ r 776E r �� \ . ;; BEA VER PG. 252 m o . o R TINE 1 LI D.B. 423 w m z r \ NA 0' PFSCRIP vD v-\ 11: „PG 252 O �,Lj � 3 c 1`` L17 28 GB 41 776 ` --- om orn s' 50'-��-.��--�� _ _ - - ----- G NIF BEA VER RA -------- -------- D.B. 322 PG. 526` �LI ---- -- D.B. 673 PG. 201 IV ., LB T' LI ,, `J N/F DICK D.B. 568 PG. 769 L40 10214 HE C1 750.00' 228.60m 92.23' 28.11m 46.18' 1 14.07m 92.18' 28.10m N 444522" W 07'02'46" C2 2192.66' 668.32m 496.74' 151.41m 249.44' 76.03m 495.67' 151.08m N 54 46'09" W 12 5848" C3 4089.57' 1246.50m 269.90' 82.27m 135.00' 41.15m 269.85' 82.25m S 59 22 07" E 03 46 53" C4 16405.18' 5000.30m 510.62' 155.64m 255.33' 77.82m 510.60' 155.63m S 6122 03" E 0147'00" C5 725. 00' 220. 98m 103.10' 31. 43m 51. 64' 15. 74m 103. 02' 31. 40m S 56 24'12" E 08 08:53" C6 1795.27' 547.20m 114.24' 34.82m 57.14' 14.42m 114.22' 34.81m S 384150" W 033845" L 1 S 5573"15" E 1689.89' 515.08m L2 S I133'11 " W 93.92' 28.63m L3 S 11 4238" E 443.12' 135.06m L4 S 507 02 " W 369.00' 112.47m L 5 N 41 73 59 " W 128.98' 39.31m L6 N 487645" W 270.27' 82.38m L 7 N 61 '15 :33 " W 427.72' 130.37m L8 N 5728 40" W 107.02' 32.62m L9 N 323120" E 25.00' 7.62m L 10 N 5728 40" 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 6275 33" W 516.00' 157.28m L 14 N 60 28 33" W 928.85' 283.11 m L 15 N 54 33'00" W 145. JO' 44. 29m L 16 N 527941 " W 2351.25' 716.66m L 17 N 304748" E 612.84' 186.79m L 18 N 59 02'16" W J87. 70' 118.17m L 19 N 25 43 07" E 317.11 ' 96.65m L20 N 59 07'46" W 616.25' 187.83m L21 S 31 45'14 " W 314.22' 95.78m L22 N 58 48 42" W 30.00' 9.14m L23 N 31 45'14" E 314.05' 95.72m L24 N 59 07 46" W 635.67' 193.75m L25 N 2351 38" E 232.72' 70.93m 4 1 COUNTY REVIEW COMMENTS NO. I REVISIONS L26 N 6072 02- W 409. 47' 124.81m L27 N 26 09 36" E 58.77' 17.91m L28 N 70 56 33 W 739.94' 225.54m L29 N 2826'01 E 564.JO' 172.00m L30 N 61 "11 '45" W 746.94' 227.67m L31 N 5735 31 " E 145.24' 44.27m L 32 N 56 57 34 " E 599.43' 182.71m L33 N 2031'12" 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 3876'03" W 581.79' 177.33m L37 S 46 4040" E 1578.90' 481.25m L38 N 2541 52" E 121.20' 36.94m L39 S 64 20'12" E 2358.36' 718.83m L40 S 085452" W 417.34' 125.38m L41 S 562727" E 845.50' 257.71m L 42 S 2726 44 " E 2090.61 ' 637.22m L 43 N 52 20'11 " W 171.23' 52.19m L 44 S 27'13 00" E 192.31 ' 58.62m L45 N 617145" W 67.45' 20.56m L 46 N 56 02 31 " E 884.39' 269.51 m L47 S 56 02 31 " W 885.57 269.93m L48 S 56 02 31 " W 1 956.29 291.48m L49 N 002132" W 1 7200' 21.95m JCL I K W B 1 9/23/96 BY I APP. I DATE NIF CGOLLADA Y D. B. 1701 PG. 398 N 617145' W 746.94' .01 -- --- h NIF n BEA VER ° yp D.B. a23 N/F BEA VER PG. 42 �o ' v n� �b D. B. 423 PG. 252 m Vp 0' G � O N 28 NIF BEA VER A R£B FND D.B. 322 PG. 526 -. N 1 HWY. MON. FND. RT 776 DETAIL "S (NOT TO SCALE) =RSTONE PG. 23I NIF GLAIZE & BROS. D.B. 721 PG. 113 CORNER POST FND. L42 - 1/2- REBAR FND. RA LI h0 NIF NOR TH p FREDERICK REAL TY D.B. 721 PG. 113 1/2' REBAR ;:" " 10 oo STA- i1t53.81 NIF GLAIZE . ., i END. 545, � LT RUNWAY D.B. 607 PG 661 14/32 IF C6 ■ I 1 1 L `\ q I L43 it �- I C.A � ■ � i i n 1 L12 ■ 50' 1 1 L 84 • o�/� � 5 58 .•�/ R �' 567 PG. _ / ORTROAD D•s L��"" AIRP - g50 0.13.671 PG n - OLD CORNER 1 POST FND. SEE NOTE 7 7' \� 3616.25, N 5g p7146"' L24 W z a z N 5 ro 6, yy 635.6 w mt� ; �x 123 N/F ASHBY m w D.B. 556 PG. 839 N L21 L22 V N 58 48 42' W 30.00' _ RIPn ESM'T. C30'PRSEE NOTE 4) DE TA IL "C " (NOT TO SCALE) NO TES- 1) THIS PLA T HAS BEEN PREPARED WI THOU THE BENEFI T OF A TI TLE REPORT AND DOES NOT NECCESSARIL Y INDICA TE ALL ENCUMBRANCES ON THE PROPERTY. 2) IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTEN AGREEMENT WI TH THE CLIENT. 3) UNLESS 0 THERWISE INDICA TED ON THIS PLA T, 518" CAPPED REBAR WILL BE SET SET AT ALL PROPERTY CORNERS. PROPERTY CORNERS ALONG 30' PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'. 4) FIELD MEASUREMENTS, INFORMATION FROM ADJOINING OWNERS OF LONG STANDING AND VIRGINIA DEPARTMENT OF TRANSPORTA TION RECORDS SHOW RT. 776 AND THE MA ✓ORI TY OF OLD R T 645 TO BE A 30' PRESCRIP TI VE EASEMENT ONLY' THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5) THIS AREA OF LAND APPROXIMA TEL Y 107' x 60' IS PART OF PARCEL 'B" AS SHOWN ON PLAT OF SURVEY BY H BRUCE EDENS, DATED 3 OCTOBER 1972 AND RECORDED WITH A DEED DA TED 14 NO VEMBER 1972 IN D. B. 399 PG. 303 CONVEYING PARCEL 'B" TO WOODROW W. HALL, ET AL. THE 'CLEAR ZONE EASEMENT" DENOTED AS PARCEL 4A ON EXHIBI T 'A " A TTACHED TO THE COVENANT AND AGREEMENT RECORDED IN D.B. 516 PG. 562 DA TED 31 AUG. 1979, INCLUDES THIS 107' x 60' AREA AL THOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. 1;L1 NIF GLAIZE D.B. 607 PG. & L1 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 LI NIF GLAIZE D.B. 607 PG. 669 GLAIZE 29 STA. 1 LT RUNWAY 580.31 ' L T. RUNWA Y N�F 679 PG' 69 14/32 IF L2 W. . A. A. D, 781 R BAR PG 11427 % THIS PARCEL HAS BEEN RECENTLY FND PURCHASED BY W.R.A.A. BUT HAS NOT BEEN SURVEYED IN THE FIELD 1' BY THIS SURVEYOR. 4 ACRES 54' INGRESS/EGRESS . EASEMENT C/L PROPOSED STONE° I � 1/2- \ RT. 728 FN°' RA I L4 RMD. RA W� 2 1-6 C1 �5 /' 30' PRESCRIP77VE ESM'T. C2 -------------------- - ---' 4 ------ -- ----------- - - -- _ --------- 0 I L13 1-8t ...... '• �., 25 I --- 4A I ---_l NIF CARPERS VALLEY GOLF CLUB L.P. D.B. 762 PG. 808 LARGE TREES ON BOUNDARY LINE WITH FENCE REMAINS - 1-39 8' GRA VEL CART PA7H _ 245 W.R.A.A. DETAIL "D " (NOT TO SCALE) 6) "0. LEE GARBER, HIS 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 AS AN EASEMENT OF RIGHT -OF- WA Y FOR INGRESS AND EGRESS FROM GARBER S LAND TO AND FROM THE SAID WELL FOR WA TER LINE PURPOSES. DEED BOOK 544 PAGE 708. 7) THIS 30' WIDE PORTION OF W.R.A.A. PARCEL #71 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. A L T BY DEED DATED 13 SEPTEMBER 1942. THIS SURVEYOR FOUND NO INFORMA TION AMONG THE LAND RECORDS WHERE IT HAD BEEN CONVEYED AWA Y FROM THE ORIGINAL PARCEL. 8) THIS 20' RIGHT -OF -WA Y IS SHOWN ON PLA T OF SURVEY RECORDED WITH PARCELS "12A & 12B" RECORDED WITH DEED DA TED 27 AUG. 1971 DEED BOOK 380A T PAGE. 588 DEL TA AIRPORT CONSULTANTS INC. engineers - planners Richmond, Virginia Charlotte, North Carolina p,I,TH 0.F 1 0 JQHN CASEY LONGNAKER � NO. 025995 O �v ��S`SI�NAL \ ,F r L39 � ro S 5220'11' E {' 171.23 AREA EXCEPTED & RESERVED IN D. B. 659 PG. 175 A' a�y30 -- (A.K.A. POWLEN EQUIPMENT CO. 77?ACT L40"9?.3:11 All DESCRIBED BY SURVEY OF R. U. GOODS DA 7ED NOV. 27, 1968) DETAIL "A " SCALE.- 1 " = 200' AREA EXCLUDED FROM PLA T FOR CONVEYANCE TO W.R.A.A. IN D.B. 671 PG. 857 (6,968 SO. FT.) NOTE: PERIMETER SURVEY TAKEN FROM PLAT OF WINCHESTER REGIONAL AIRPORT AS PREPARED BY DOVE AND ASSOCIATES 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. 9550ZONE.DWG P400SHT VSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. CS0059-PENDING VA 9550 DRAWN BY: SHEET BOUNDARY AND ZONING DESIGNED BY: DEH OF 2A JCL WINCHESTER REGIONAL AIRPORT SCALE: DATE: 14 1"=400' JULY 1996 5 RT+ q.� ( u�49t u ITT NO. i :2+00 1 3+ 0 1 +100 16+50 1 ' R "r, REVISIONS BENCHMARK #1 STA. 1083, 22.00' LT. BASELINE "A" STA. 42+60.41, 383.00' RT, BASELINE "RW" EL=709.01 STA. 10+00.00 BASELINE "B"= STA. 11+48.00 BASELINE "A" 10+00 O O + ro POP LLJ LLJ Q W H how 79.0' - 5' R O + LO STA. 16+50 BASELINE "A STA. 42+82.42, 902.00' RT, BASELINE "RW" EL=705.38 BY I APP. I DATE STA. 11+00 BASELINE "A"= STA. 42+82.41, 400' RT. BASELINE "RW" STA. 10+90.50, 15.70' LT. TIE INTO EXISTING PAVEMENT STA. 10+90.50, 73.20' L rR=57.5' 90° 31.4'f STA. 11 +48.00, 73.20' LT 9� STA. 1 +48.00 BASELINE "C"= STA. 1 +26.30 BASELINE "B" 11 +00 L=195.60' 12+00 I•!I9y BUILDING CONTROL POINT STA. 12+00, 35.80' LT O O + N z Q CD z O Q O P U Ld Ld U) J O w O n � W 42.0'f _O 07 Z Q n X Ld °d Z H Ld ry I-- L.L_ O + 88.0' O 4- LO STA. 15+57.00, 1$.80' LT 6 2.0' STA. 15+89.00 0 76.80' LT o N r� 12.0STA. 15+89.00, 36.80' LT J L=129.40' STA. 16+01.00, 9.40' LT STA. 16+06.00, 9.40' LT STA. 16+06.00, 4.40' LT ............... TIE INTO EXISTING EDG.E-_OF- RAVEM'Elgt - -- �Nj TH 0 G o� j�C,, 01 �.. O JOHN CASEY LONGNAKER NO. 025995 ��s`SIONAL �'��y1 52.0' 112. 0' 1 ' LT BUILDING CONTROL POINT STA. 12+00, 165.80' LT z ry Q z 0 Ld MZ O n 51.0'f ry Q O ..o Q O �Z Q Ld n D:� X :D W O O r) LLJ J LLJ Q M O + 52.0' 1, H r STA. 11+48. 0 BASELINE "D"= STA. 12+56 30 BASELINE "B" �- STA. 11 +48.00, 268.80' LT N J STA. 15+57*. 0, 3 5.80' LT L=130.00' STA. 15+69.00, 138.80' LT STA. 16+01.00, 138.80' LT 13�00 BASELINE "B" STA. 15�+69.00, 268.80' LT 0' LT 4,04 DEL TA AIRPORT CONSULTANTS INC. f engineers -planners Richmond, Virginia Charlotte, North Carolina 12+00, 13+50 1+5 45 LT �NI TH OP G , Sr+ �KENNETH W. BRAMMER> NO. 12995 �d� wAll ' 1 s`SjONAL NOTES: 1. ALL STATIONS AND OFFSET ARE REFERENCED TO BASELINE "A" UNLESS OTHERWISE NOTED. 2. BASELINE "RW" EQUALS RUNWAY 14-32 CENTERLINE. THE THRESHOLD OF RUNWAY 14 = BASELINE "RW" STA. 10+00. 3. DIMENSIONS OF T-HANGAR BUILDINGS ARE NOMINAL. FINAL DIMENSIONS WILL BE BASED ON DESIGN PROVIDED BY CONTRACTOR. BUILDING CONTROL POINTS ARE PROVIDED TO INDICATE THE EXTREME NORTH-NORTHWEST CORNER OF EACH BUILDING. IN NO WAY CAN EITHER BUILDING EXTEND CLOSER TO THE RUNWAY (NORTH) OR TO THE EXISTING T-HANGAR (WEST) THAN THE STATION AND OFFSET OF THE BUILDING CONTROL POINT. 30 0 30 60 SCALE FEET 1" = 30' CONSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. CS0059—PENDING DRAWN BY. DEH GEOMETRIC LAYOUT WINCHESTER REGIONAL AIRPORT DESIGNED BY: JCL 9550GEOM.DWG 30SHT JOB NO. VA 9550 SHEET 3 OF SCALE: DATE: 14 1 "=30' JULY 1996 1 4 1 COUNTY REVIEW COMMENTS NO. I REVISIONS iU 00 /Iu 1L /-IU -1z /v Oc y.yb I r �! I O _.. .... .._..______—__-...---------------------------------------------------------------------------------------- ___-_-_ z ti C Z i c� W 41 IZ + QE3 x d4rl g011NIiI1011111U..1 J 1 m . 0".�h E2 \' fc'y� EX RCP w E� 71 12 7 6 10I 12 710 12 D6 87 9. 8 Ind. ;:ii�r_-.Jr..J alli}liila:. _.bu, �.,r�,�_. _____ __.:1- i�}IIII....._Ill:ilg:ll}I21}}}r........_: ��...._.....IIII, iH .....,.:. 1 _...liII�II}dill..-._....�lili�li�ill }... _III!}IIL,. ,..,::, ,. , .....i... li�ill__.- _____aft -bum 1UP ELEVA 1IUN = /vy•15b LEGEND 15" INV. OUT = 706.38 STA. 15+19 OFFSET = 256.3 RT I! EXISTING DROP INLET D6 INSTALL STD. 60" VDOT MH-2 w/ EXISTING MANHOLE VDOT T—DI-1 TOP TOP ELEVATION = 709.38 EXISTING FLARED END SECTION EX. 30" INV. IN = 701.18E E. 15" INV. IN = 705.85 w1w ,nnann ions No EXISTING PIPE W. 15" INV. IN = 705.85 30" INV. OUT = 701.16E EXISTING ELEVATION STA. 14+13 OFFSET = 256.3 RT 700.11 PROPOSED ELEVATION D1 — D3 106.5 LF 15" RCP CLASS III SLOPE = 0.5% E PROPOSED ELECTRIC 2" 2W PVC DUCT JB PROPOSED ELECTRIC JUNCTION BOX D2 — D3 122 LF 15" RCP CLASS III ❑ SLOPE = 0.5% PROPOSED DROP INLET D4 — D6 106.5 LF 15" RCP CLASS III CIP SLOPE = 0.5% AT GRADE INLET PROTECTION D5 — D6 122 LF 15" RCP CLASS III SF SLOPE = 0.5% SILT FENCE EXISTING SECURITY FENCE S8� . hUU1111UIliNllili>II' PROPOSED ASPHALT CONCRETE PAVEMENT i PROPOSED T—HANGAR THIS PROJECT) FUTURE T—HANGAR (SITE TO BE GRADED w/ POSITIVE DRAINAGE SEEDED AND MULCHED) CD ROCK CHECK DAMS (2-10 ACRES) TEMPORARY STONE CONSTRUCTION CE ENTRANCE (PART OF LUMP SUM, ITEM P-156) 1� I LIMITS OF DISTURBANCE BORING B-1 APPROXIMATE fINAL SITE nl ��ry. AIRPORT PROPERTY LINE n A' VEQ — PROPOSED RCP gip. l� • I DAT.El�� NOTES: 1- ELECTRICAL SERVICE SHOWN FROM ANTICIPATED SOURCE LOCATION TO ANTICIPATED LOCATION ADJACENT TO BUILDING. FINAL LOCATION WILL DEPEND I ON FINAL COORDINATION WITH ELECTRIC COMPANY AND FINAL BUILDING LAYOUT. 2. PAVEMENT ADJACENT TO FUTURE T—HANGAR EXPANSION AREAS SHALL EXTEND ONE (1) FOOT INSIDE FRONT FACE OF ADJACENT HANGAR BEING CONSTRUCTED UNDER THIS CONTRACT. 3. AT STRUCTURES D3 AND D6, CONTRACTOR SHALL REMOVE EXISTING PIPE AS NECESSARY SUCH THAT THERE IS AN OPENING TO THE INVERT ACROSS THE WIDTH OF THE STRUCTURE. INVERTS SHALL BE IN ACCORDANCE WITH IS-1 INVERT SHAPING DETAIL. 4. FOR GRADE CONTROL ALONG BASELINES, SEE BASELINE PROFILES. 5. SETBACKS FROM OTHER BUILDING FACES TO NEAREST PROPERTY LINE ARE GREATERTHAN 500 FEET. ��• -_ :. _ _..cam;- _ �~+ - PROTECT EXISTING 4" RCP m �, 30 0 30 60 ll _ l✓.". _. (n — - w _..... TO ER k. (INCIDENTAL OT _.... _ — _._.:. _. _c� �'�:.,I �. - ITEMS. _OF. -WORK. 1 — SCALE FEET _...._ .w.__.. _.. _. -- ..... — — _ - w-....._.. - _ 30 00 tLj z — _ f h d . rz ------------------ _..__.._. - _ vc+I m N O m rO f�. — — ----""-- SITE DIST. TE 45 MPH POS -- SITE DIST. 600'500 f_-._.. r.___ AIRPORT ROAD JCL I K W B 1 9/23/96 �,�,NbTH op G LTH op G` r� DEL TA r� () JOHN CASEY LONGNAKER tµ, b NO. 025995 KENNENO. 2 95AMMER AIRPORT CONSULTANTS, INC. �19w engineers - planners �o�, �ww �SSIONAL Richmond, Virginia Charlotte, North Carolina �s` "ONAL BY APP. DATE 9550GRDR.DWG __.._.____.._._..___.______._ 30SH T NSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDA NO. JOB NO. CS0059—PENDING VA 9550 DRAWN BY: SHEET GRADING DEH 4 G G AND DRAINAGE G DESIGNED BY: OF JCL/JAE WINCHESTER REGIONAL AIRPORT SCALE, DATE: 14 1 =30 JULY 1996 S00' BENCHMARK #1 STA. 1083, 22.00 LT. BASELINE "A" STA. 42+60.41, 383.00' RT, BASELINE "RW" EL=709.01 0 0 O O i JU STA. 11+00, 0' RT. BASELINE "A"= STA. 42+82.41, 400' RT. BASELINE "RW" 228'f BUILDING CONTROL POINT STA. 12+00, 35.80' LT L-810 CLASS I OBSTRUCTION LIGHT MOUNTED AT — HIGHEST POINT ON BUILDING (CLOSEST TO RUNWAY) BUILDING CONTROL POIN STA. 12+00, 165.80' LT OPTIONAL STRUCTURAL 1 SUPPORTS J LARGE UNIT: 47'-6"x14'-0" 2 CLEAR OPENING (TYP.) SMALL UNIT: 41'-6"x12'-0" 3 CLEAR OPENING (TYP.) TOTAL 9,580f S.F. 42' MIN 4 5 N OPTIONAL STRUCTURAL SUPPORT RESIDUAL AREA PEDESTRIAN ACCESS GARAGE STYLE ROLLUP DOOR PEDESTRIANS ACCE`. (ADA ACCESSIBLE) 1 1 2 3 4 5 TOTAL 13,925f S.F. 6 273'f 7 8 51'f 52' MAX 9 L-1 J FIRE RATED WAL 10 ON THE §OUTHE THE FIRST 12,00 1 SEE NOTE 2. 12 Z GARAGE STYLE j j Q ROLL UP DOOR X O W Q O Q Z Z _ CD Q O _ - z Q I ,, _ Q j I LJ "` W W : STA. 15+57.00, STA. 15+57.00, 166.80' LT 215.80' LT a 42' TO 51' - 12 1 15' f TO 17' f i\vL-L- vi vvvi� AS APPROPRIATE SCHEMATIC GENERAL END VIEW N.T.S. NOTES: 1. DIMENSIONS OF T-HANGAR BUILDINGS ARE NOMINAL. FINAL DIMENSIONS WILL BE BASED ON DESIGN PROVIDED BY CONTRACTOR. BUILDING CONTROL POINTS ARE PROVIDED TO INDICATE THE EXTREME NORTH-NORTHWEST CORNER OF EACH BUILDING. IN NO WAY CAN EITHER BUILDING EXTEND CLOSER TO THE RUNWAY (NORTH) OR TO THE EXISTING T-HANGAR (WEST) THAN THE STATION AND OFFSET OF THE BUILDING CONTROL POINT. WHERE APPROPRIATE, MINIMUM AND MAXIMUM OUTSIDE LIMITS ARE PROVIDED. 2. EACH T-HANGAR BUILDING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH TECHNICAL SPECIFICATION M-108. INFORMATION PROVIDED HERE IS GENERAL ONLY. 3. THE CONTRACTOR SHALL PROVIDE 2 HOUR FIRE RATED WALLS TO SEPARATE EACH 12,000 SQUARE FEET OF BUILDING. 4. ALL T-HANGARS SHALL HAVE P.C.C. FLOORS RESTING ON 4 INCHES OF AASHTO N0. 57 STONE AND ON A 6 MIL VAPOR BARRIER. SEE TECHNICAL SPECIFICATIONS. 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMITS AND FEES NECESSARY TO CONSTRUCT THE BUILDINGS AND COMPLETE THE SITE WORK. 6. UTILITY COORDINATION SHALL BE COMPLETED BY THE CONTRACTOR. ANY UTILITY CONNECTION FEES WILL BE PAID FOR BY THE AIRPORT. 7. BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADA CODES. AT A MINIMUM ONE LARGE UNIT AND UNIT ONE (1) AND ONE OTHER UNIT OF THE SMALL UNITS SHALL BE ADA ACCESSIBLE, (3 ADA ACCESSIBLE UNITS TOTAL). STA. 15+89.00, 76.80' LT STA. 15+89.00, 36.80' LT ._„..'.. 30 0 30 60 SCALE FEET 1" = 30' ---------------- O... _....-......__.._......._.'.'.Zvi-._..-..___ ................. 0 + 50 _...__................ ....::.�f).....- ..._..._.-..__.;�......._..._.. -- - - 9550BLDG.DWG - -- - - - - ----- ------ -- + +BENCHMARK #2 - cnSTA. 16+50, 0 RT. BASELINE "A" 150' R T.? OSTA. 42+82.42, 902.00' RT, BASELINE "RW" `�,0' I T:�00 �'+� 30SHT EL=705.38 ,�,NLTH p�,�N1TH OFF � , CONSTRUCT T-HANGAR TAXIWAYS & T-HANGARS VDACSo059—PENDING JOB 9550 NO. o� r� Po DEL TA �� r� DRAWN BY: SHEET DEH/CBV U JOHN CASEY LONGNAKER > U KENNEN W. BRAMMER BUILDING SCHEMATIC PLAN 5 NO. 025995 AIRPORT CONSULTANTS INC. No. �2as5 DESIGNED BY: �,� "�' ► � !� �'� t� ��, � �� OF �w engineers -planners o,� � �SSIONAL E��l Richmond, Virginia Charlotte, North Carolina �S`SIONAL�� V1/ I N C H E ST E R REGIONAL AIRPORT SCALE, DATE: 14 NO. REVISIONS BY APP. DATE 1 =30 JULY 1996