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HomeMy WebLinkAbout41-06 Winchester Reg. Airport - Aircraft Wash Back Facility - Shawnee - Backfileo� a .a J 3 m� 3� >p 0 U) nW o(D (Da a z � �LL � Xr�N )9 3 5 f: ,ar =�fx j t 4 J VIRGINIASERVING THE TOP OF TITLE 1 COVER SHEET 2 BOUNDARY & ZONING PLAN 3 GENERAL LAYOUT N OU & NOTES S 4 GRADING & DRAINAGE 5 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 6 MISCELLANEOUS DETAILS 7 UTILITY DETAILS 8 WASH RACK CANOPY DETAILS 9 WASH RACK CANOPY DETAILS ITEM SPEC NO. NO. DESCRIPTION UNIT AS -BID AS -BUILT 1 P-100 MOBILIZATION LS 1 2 P-152 UNCLASSIFIED EXCAVATION LS 1 3 P-156 EROSION AND SEDIMENT CONTROL LS 1 4 P-156 SILT FENCE LF 195 5 M-107 AVIATION BARRICADES LF 110 6 M-122 WATER SERVICE AND APPURTENANCES LF 95 7 M-122 BACK FLOW PREVENTER W/ ENCLOSURE. EA 1 8 M-122 4" PVC, SDR-35, SAN. SEWER LINE AND APPURTENANCES LF 95 9 M-122 SANITARY SEWER MANHOLE EA 1 10 M-122 4" HAND GATE VALVE EA 1 11 M-122 HOSE BIB & SPIGOT EA 1 12 T-901 SEEDING AC 0.25 13 T-908 MULCHING AC 0.25 14 D-702 SLOTTED TRENCH DRAIN (8"). LF 20 15 R-302 OIL TRAP EA 1 16 R-309 AGGREGATE BASE COURSE (21-A) TN 210 17 R-316 HYDRAULIC CEMENT CONCRETE PAVEMENT (8") SY 575 18 R-502 CONCRETE CURB, STANDARD CG-2 LF 175 19 MISC. ROOF CANOPY, COLUMNS AND FOUNDATION LS 1 20 MISC. WASH RACK ELECTRICAL SERVICE LS 1 REVISIONS BY I APP.I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 ® fax: (804) 275-8371 www. deItaa i rport.com WINCHESTER, VIRGINIA CONSTRUCT AIRCRAFT 1111 ON-OT! "Ads, DELTA PROJECT NO. VA 06077 FOR THE t k { a r m 2 �f N W. VA. MD. MARTINSBURG 81 522 50 340 O WINCHESTER REGIONAL LEESBURG AIRPORT 50 FRONT ROYAL] 81 17 340 29 WARRENTON J� Q� O CULPEPER 17 33 29 NTS 11. S •4. T 5ct`. d h a G 4� s, { n � .�.5 MAP. , 50 B(�F 17 '40 655 qa V'VINCHESTER REC;IONAL AIRPORT 645 , ,Q ry 728 N 522 645 644 NTS 7 00% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION 7 00% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION PROJECT INFORMATION: PROPERTY IDENTIFICATION NUMBER(S): 64-A-40B AND 64-A-78 ZONING: 64-A-40B M1/AP1 64-A-7'9 RA/AP1 SETBACKS: REQUIRED: 60 FEET TO PUBLIC ROAD PROVIDED: 105 FEET PROPOSED USE: AIRCRAFT STORAGE MIXED USE S-1 (IBC 2003) ACREAGE: AIRPORT: 374.5 ACRES FEE 28.9 ACRES EASEMENT LIGHTING: ALL LIGHTING SHALL BE DIRECTED AWAY AND/OR SHIELDED FROM ADJACENT PROPERTIES OUTDOOR STORAGE: NONE TRASH RECEPTACLES: NONE"' SIGNS: NONE ° FLOOR AREA RATIO: NONE ° PARKING: NONE ° LANDSCAPING: NONE SHAWNEE MAGISTERIAL DISTRICT OWNER/DEVELlOPER: WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-5786 FAX (540) 722-9335 DESIGNER: / DELTA AIRPORT CONSULTANTS, INC. 9711 FARRAR COURT, SUITE 100 RICHMOND, VIRGINIA 23236 (804) 275-8301 FAX (804) 275-8371 APPROVED BY THE ZONING ADMINISTRATOR ADMINISTRATOR DATE SITE DEVELOPMENT PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. FINAL SITE PLAN APPROVED BY: IF NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY PRIOR TO INITIATING ANY SITE WORK. RESPONSIBLE CERTI EXPIRATION DOAV PROJECT NO. JOB NO• CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: OF JCL/JKB SCALE: DATE: 9 AS SHOWN I JUNE 2006 r E a N M N O r-I ko O O N aj J 3 C N C) 0 0 CD 0 0 .o a N J F- 0 a J 3 C: N r- W CD (D (D a< 6 z ;�LL Lu 0X `\ IF LEGEND AIRPORT PROPERTY LINE \\ RA `\ N/F DICK 11 N/F COVERSTONE N/F CUSTER, TRUSTEE \ \ D.B. 568 PG. 769 1 D.B. 222 PG. 231 / N/F GLAIZE & BROS.-----'-'- AIRPORT EASEMNT \ D.B. 753 PG. 367 N/F CARPER'S VALLEY GOLF CLUB L.P. \ / D.B.. 721 PG. 113 / 1 \ D.B. 762 PG. 808 / \ M1 -�CID M1 go , 1 / / 'T a / 0 \ _ \ L40 1 / / tc / 2 c7 / \ \ L3 - _ _\\ L39 / to I ` 1 CORNERFNDPOST V�h / \ 1 A0 - sroNE F 1 \ 00 yh. 1 N/F NORTH / FND. . �' -X• /i 1 (11A) \ _ -� �Y� L41 ,, / j = o / FREDERICK REALTY / N L34 - I \ ♦ - - 112" REBAR ♦ / \\X i \ / ----- FND.@BASE \,_ l opFNST / D.B. PG. 113 N/F CARPER'S VALLEY GOLF CLUB L.P. _ __ �F ' REBAR I\ 1\ D.B. 762 PG. 808 -_- - ♦k eR'OAR l / \\\\ \ � __ - of za" OAK L42 ♦ l rRy/� $ �cF N/F GLAIZE FND. L36 I D.B. 6C7 PG. 669 I FND. ♦ / I ' 0NLINEr N/F GLAIZE I N/F GLAIZE / I oN uNE STA. = 71+53.81 I 1 .. / / , 1 1 \ ♦ / i 1Y2 FND. ♦ 545.68' LT. RUNWAY I D.B. 607 PG. 661 I D.B. 607 PG. 669 H E/RA 1 STA. = 3+24.79 j _ _ _ _ _ 1 1 \� i `14/32 CL I , I - STA. = 88+98.85 _ 1 599.16' LT. RUNWAY I �' " ►ZE `T / L33 I -"--'-__ 'i 14/32CL L38 \ `-'-NIFG�` I �♦. / 580.31'LT.RUNWAY \ \ L37 \ I I 1 G. 69 I / 14/32 CL SHENANDOAH GAS CO. 1 1 \. 1 ♦ ► �� I 1 D.B. 679 P �i4�X� - if-K - )(� -X��i4 - -2" \ I L2 t/2" \\\\.• I � 307.E ACRES � ��_ I _ _ I I ____ � I N/F WINCHESTER OFFICE ao' REBAR REBAR \ RIGHT. WI WAY i o / RA i - \ i i -- W.R.A.A. \ (50' MAX. WIDTH) lVf I I _1- -'- 2" THIS PARCEL HAS BEEN RECENTLY I FND, _, FND. i A C6 1 I L1-____--- I REBAR D.B.781 CENTER LIMITED PARTNERSHIP % I F.C.S.A. '\ I \ I ',� L4 \ I _ ---- FND. D.B. 691 PG. 293 , I UTILITY ESM'T. A.I \ ' \ i e j^- 11 I i -_or --�_-- i -_ , PG. 1427 I NORT BEEN SURVEYED IN THE FIELD D. 677 PG.487 \ 1 \\ I t I 1 L4.4 , \--------------- Lei IRON PIPE \ 1 I \\ I �I 1 -- _--______-- I / BY THIS SURVEYOR. I FND.�, - i - RA 54' INGRESS/EGRESS --�-__-- I` . 30.4 ACRES I v \I\.1 EASEMENT \;I--- -_ 1 O 1 1 ,\ STONE I EX. LL T 1/2" \\ I I I I FND. Q'� I I REBAR RA \\\ \ \ I 1 1 t I I L4 / FND. 1 L3�L I \ \ a\ CL RUNWAY 14/32 Q I I B2 / k I `'o, I ' - -�"� ; _-, - - T� - N 46°40'40" W + - - - - - 5500' - - - - - [� - �- - I-- - - R/W CL - - 1 / \ / o _ Nth G) I �,,c••/ \ ® -_ -' - -' L11 I \ � � \L6 - '�-,, C1 5. // 30' PRESCRIPTIVE ESM'T. N/F WORCO I / ' \ ! 1 r'" \ ` ` i FCONC. MONUMENT I N 1 \ C2.. - / ,/ ' 1 t38 TA. =8+68.58 'CONC. M NUMENT D.B. 634 PG. 51I L12 L7 STA. = 35+00 STONEIFND. �' '( \ 1 \\ 1 51)' 19' RT. RUNWAY STA. = 45+00 _ �/•O * \ I \ �- 14/32 CL 1 ' OLD CORNER ` \\ \ \ -a 0.00' 4/3 RUNWAY - �-r 1 1 -'t' I 100.00' RT. RUNWAY I 1-� I �.����' I / POST FND. --�' I 14/32CL 14/32CL i--------- C3 / L31 L30 r ,,,-' ; 1 .y �\ REBAR I I L10 L9t _ I I i r %�1'/ `\FNDON PIPE FND. I 111 \ \\\ L19 1 ,1 \ \ I I I I _.-- _ _ '� ■ L20�■--■�■ 30" OAK �"' N/F GOLLADAY / / I \\ L29 r Oy' L2 I L24 �jr-X a \ \ 2 \ \ \ °g %\ 1 1 _= %1.. -..` ` .�1 'C::� I /� LS---- TREE- � _J \ � ° \ � \ _NIFRICEIB - \ .._ ./..-..` ••� L_ ' / I \ NICHOLSON _ a\ m2 2 \\�� y \rm Ll$- - - 1 / / L_27__ tom' L25 �X�t 1 ��\ g276Po _.1 _ D.B. 467 PG. 96 _ - _ -' \' \ REBAR Q y\ n 1 1 m\ 5 \ N 2 \ O 4 ♦ 7- _ _ _ / D.B.DB245PG.216 --,1._ � L28 Z \ O Z ��►1 y\ y\m �\gym �\ N\°ym1 1 �' P\ v \ �' \ \ y I.�•.1 1 � ��' ` � - i "\\-_--__ \ / _,� `\ ■ 00 HANGAR �� i1 G 58 ��► _" , N/F / / BEAVER O g o m\wZ;\ °p °o\°-• _ / \ REBAR 1 �R\ \ \ •0 p \ m w O\ -\ „ 6 / -•�_ BEAVER / FND. \ A �\ v v O \' \� \ \ �• 77 vm p 1 'D.B. 423 \ O p N \ R SM' D.B. 423 / \ N o G1 N \ G1 m \ Np \ \ Ip(IVEE No al M1 PG. 252 / PG. 252 \\ \ 2\\ 'w OZ \\ \\ 1' \ % 30, PRESGR �m w 1 L17 C L15 , - RT. 64 - B2 AIRPORT ROAD - _ RT.776 pp o61 .1 - _ - - D.B.671'IPG.850 it //1 \ \ / so N/F BEAVER RA �- - �� a \ \ m \ RA M1 I ► v \ m\ m \ y \ \ I RA D.B. 322 PG, 526 D.B, 673 PG. 201 I I m 11 \ O S� to o m\ \ 1 rn RT. 776 v D 1 I ) \\ M 1 ° PROJECT SITE 1 M1 I z 1 a\ I RA ' 4,c� I M 1 I �' \\ 1 \ ,' \ \ \ I 800 0 400 800 \ \ �` ' RAM 1\, \`'� RA \� RA \\ RA \\ RA r/ 1 "=400' SCALE FEET CURVE TABLE CURVE RADIUS LENGTH TANGENT CFfQRD BEAR'IIIIG DELTA C1 750.00' 228.60m 92.23' 28.11m 46.18' 14.07m 92.18' 28.10m N 44°45'22" W 07°02'46" C2 2192.66 6 68.32m 496.74' 151.41 m 249.44' 76.03m 495.67' 151 08m N 54°46'2209 W 12 5848 C3 4089.57' 1246.50m 269.90' 82.27m 135.00' 41.15m 269.85' 82.25m S 59° 07 E 03 46 53 C4 1640518 5000.30m 510.62' 155.64m 255 3 ' . 3 77.82m 510.60' 155.63m S 61 22'03 E 01 47 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 66 1795.27' 547.20m 114.24' 1 34.82m 57.14' 14.42m 114.22' 34.81 m S 38°41'50" W 03°38'45" L1 S 55'13'15" E 1689.89, 515.08m L2 S 11 33'11" W 93.92' 28.63m L3 S 11 °42'38" E 443 12' 135.06m L4 S 50'11'121 W 369 00, 112.47m L5 N 41 ° 13'59" W 128.98' 39.31 m L6 N 48'16'45" W 270.27' 82.38m L7 N 61'15'33" W 427.72' 130.37m L8 N 57°28'40" W 107.02, 32.62m L9 N 32°31'20" E 25.00' 7.62m L10 N 57°28'40" W 169.32' 51.61 m L11 N 34°51'57" E 713.06' 217.34m L12 S 34°51'57" W 746.31' 227.48m L13 N 62'15'33" W 516.00' 157.28m L14 N 60°28'33" W 928.85' 283.11m L15 N 54°33'00" W 145.30' 44.29m L16 N 52'19'41" W 2351.25' 716.66m L17 N 30°47'48" E 612.84' 186.79m L18 N 59'02'16" W 387.70' 118.17m L19 _..._ _ M._...__... N 25°43'07" E 317.1 V 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*4514" E 314.05' 95.72m L24 N 59 07'46" W 635.67' 193.75m L25 N 23°51'38" E 232.72' 1 70.93m 3 PER COUNTY COMMENTS NO. REVISIONS TANGENT":TABLE LINE DIRECTION DISTANCE L26 N 60' 12'02" W 409.47' 124.81 m L27 N 26 09 36 E 58 77 17.91 m 8 - a _ _ 539 94..w....... 225.54m L2 N 28°°2601' E 4 30 .......... 172.00m . L30 N 61 11 45" W 746.94' 227.67m L31 N 57°35'31" E 145,24' 44.27m L32 N 56°57'34" E 599.43' 182.71 m 1_33 N 20°31'12" E 575.12' 175.30m L34 S 58°33'06" E 1339.57' 408.30m L35 S 58°25'33" E 100.00, 30.48m L36 S 38'16'03" W 581.79' 177.33m L37 S 46°40'40" E 1578.90' 481.25m L38 N 25°41'52" E 121.20' 36.94m L39 S 64°20'12" E 2358.36' 718.83m L40 S 08°54'52" W 411.34' 125.38m L41 S 56°27'27" E 845.50' 257.71 m L42 S 27°26'44" E 2090.61' 637.22m L43 N 52'20'11" W 171.23' 52.19m L44 S 27°13'00" E 192.31' 58.62m L45 N 61 ° 11'45" W 67.45' 20.56m L46 N 56°02'31" E 884.39' 269.51m L47 S 56°02'31"W 885,57' 269.93m L48 S 56-02-311' W 956.29' 291.481m L49 N 00°21'32"W 72.00' 21.95m MHK JCL 3-21-06 BY APP. DATE 971 1 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com 1 1 1 I `S` ."6, p 906j N C6 r' AREA EXCLUDED L39 '' FROM PLAT FOR S 52'20'11- E A CONVEYANCE TO 171.23' W.R.A.A. IN AREA EXCEPTED & RESERVED IN% D.B. 671 PG. 857 SQ. FT.) D.B. 659 PG. 175 IV >� (6,968 4.A. POWLEN EQUIPMENT CO. TRACT w SCRIBED BY SURVEY OF R.U. GOODE L401g?3r 1 DATED NOV. 27, 1968) 00 DETAIL "A" SCALE: 1" = 200' NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 2. IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTEN AGREEMENT WITH 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, INFORMATION 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 ONLY. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5. THIS AREA OF LAND APPROXIMATELY 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 DATED 14 NOVEMBER 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" ATTACHED TO THE COVENANT AND AGREEMENT RECORDED IN D.B. 516 PG. 562 DATED 31 AUG. 1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. N/F CGOLLADAY oMh �ry D.B. 170 PG. 398 ? N 61 °11'45" W 746.94' Y 0, - - ' V ' BEAVER D.B. 423 N/F BEAVER PG. 252 v�O� QC9�/ D.B. 423 PIG. 252 o p N/F BEAVER \ v// 2V D.B. 322 PG. 526 S\ REB. FND. HWY. MON. FND. R?,776 - DETAIL "B" (NOT TO SCALE) 6. "0. LEE GRABBER, 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 VVELL ON TRACT 5-D AS WELL AS AN EASEMENT OF RIGHT-OF-WAY FOR INGRESS AND EGRESS FROM GRABBER'S LAND TO AND FROM THE SAID WELL FOR"... WATER 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. CLARK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES ALT AND DAISY M. ALT BY DEED DATED 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-WAY IS SHOWN ON PLAT OF SURVEY RECORDED WITH PARCELS "12A & 12B" RECORDED WITH DEED DATED 27 AUG. 1971 DEED BOOK 380AT PAGE. 588 DELTA AIRPORT law 11ML .CONSULTANTS, INC. COLD CORNER POST FND. SEE NOTE 7 _ -i'" 616.2 ' W 7 46 9 5 1 \ L■.4 .0 635.67' 1 p \ Z T 7,q6" \N Z I w m T\ T\ �\ -0N59 m L23 > 1 1 ♦ �' \\ �' \ \\ N/F ASHBY m 1 W \ \ D.B. 556 PG. 839 a IN L22 N 58'4842" W 1 30.00' FtTRP76 ESM'T. 3p' PRESEE N01E 41 l DETAIL "C" (NOT TO SCALE) NOTE: PERIMETER SURVEY, DETAILS, TABLES AND NOTES 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 ZONING LEGEND RA -RURAL AREA RP _ RESIDENTIAL PERFORMANCE DISTRICT R4 RESIDENTIAL PLANNED COMMUNITY DISTRICT R5 - RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT MH1 - MOBILE HOME COMMUNITY DISTRICT 131 - BUSINESS NEIGHBORHOOD DISTRICT B2 - BUSINESS GENERAL DISTRICT B3 - INDUSTRIAL TRANSITION DISTRICT M1 - LIGHT INDUSTRIAL DISTRICT M2 - INDUSTRIAL GENERAL DISTRICT EM - EXTRACTIVE MANUFACTURING DISTRICT HE - HIGHER EDUCATION DISTRICT MS - MEDICAL SUPPORT DISTRICT AP1 - AIRPORT DISTRICT FP - FLOODPLAIN DISTRICTS HA - HISTORIC OVERLAY ZONE IA - INTERSTATE OVERLAY DISTRICT CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. CS-0059-PENDING 700% REVIEW COPY DRAWN BY: MJH PRELIMINARY - DO NOT USE BOUNDARY & ZONING PLAN DESIGNED BY: FOR CONSTRUCTION JCL/JKB WINCHESTER REGIONAL AIRPORT SCALE: DATE: 1 =400 JUNE 2006 JOB NO. VA 06077 SHEET 2 OF X r x J 0 Q J m 0 �W o� oQ b- Z �LU w 0X 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 TX T 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 (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 CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 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. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY, 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. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS TO THE HAUL ROAD AND CONTRACTOR STAGING AREA AS ORDERED BY THE ENGINEER. ALL WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 7. 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. RPZ 1700' x 500' x 1010' NOT LOWER THAN 1 MILE APPROACH VISIBILITY I WINCHESTER REGIONAL AIRPORT: ZONED: RA 1 MATERIAL DISTRICT: SHAWNEE 1 TOTAL ACRES: 374.5 ACRES FEE I28.9 ACRES EASEMENT. 1 ♦ EXISTING SHENANDOAH GAS COMPANY 6" LINE I V\"hq; f �� 4 D ROAD BUFF�ICK NO. REVISIONS BY I APP.I DATE 8. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIFICATION DISPLAY AREA (SIDA) SECURITY BADGE OR BE UNDER THE DIRECT SUPERVISION OF A PERSON WITH A SIDA BADGE. BACKGROUND EMPLOYMENT HISTORY INFORMATION IS REQUIRED FOR EACH WORKER. THE CONTRACTOR SHALL SUBMIT A SECURITY PLAN OUTLINING THE INSTALLATION AND PHASING OF SECURITY FENCE, METHODS OF MONITORING GATE OPENINGS, ETC. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS AND SECURITY NOTES FOR ADDITIONAL SECURITY REQUIREMENTS. 9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION, THAT IS OF A CAPACITY EQUAL TO OR IN EXCESS OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. 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 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. 11. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. BIDDERS MUST SUBMIT ANY PROPOSED SUBSTITUTIONS TO THE ENGINEER 10 DAYS PRIOR TO BID OPENING_ APPROVED PRODUCTS WILL BE INCORPORATED INTO THE DOCUMENTS BY ADDENDUM. 12. 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 INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 13. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 14. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER. 15. THE OWNER'S DESIGNATED REPRESENTATIVE AND THE CONTRACTOR SHALL PHOTOGRAPHICALLY DOCUMENT THE EXISTING CONDITION OF ALL HAUL ROUTES ON AIRPORT PROPERTY. DAMAGE THAT OCCURS AS THE RESULT OF THE CONTRACTOR'S OPERATIONS WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THIS WORK WILL BE INCIDENTAL TO THE CONTRACT. NO ADDITIONAL PAYMENT WILL BE MADE. 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 ALL AIRPORT FACILITIES SHALL BE MAINTAINED AT ALL TIMES. 3. CONNECTION TO EXISTING UTILITIES SHALL BE COORDINATED WITH OWNER, ENGINEER, AND COUNTY PRIOR TO PERFORMING WORK. THE CONTRACTOR SHALL COORDINATE THIS FORTY-EIGHT (48) HOUR PERIOD WITH THE ENGINEER AND AIRPORT AT LEAST 14 CALENDAR DAYS IN ADVANCE AND CONFIRM 24 HOURS PRIOR TO START OF WORK. 1, 35' APRON _. CE 3.1 TERMINAL , A HANGAR 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 www.deItaairport.com BORROW SITE SECURITY NOTES: 1. THE CONTRACTOR WILL BE REQUIRED UPON REQUEST TO PROVIDE A FULL 10 YEAR BACKGROUND CHECK ON EMPLOYEES. THE AIRPORT RESERVES THE RIGHT TO HAVE ANY EMPLOYEE REMOVED FROM THE PROJECT SHOULD THE AIRPORT DETERMINE, AT THE AIRPORT'S SOLE DISCRETION, THAT HE/SHE IS A RISK TO SECURITY. 2. NAMES AND ADDRESSES OF ALL EMPLOYEES WORKING ON THE PROJECT (CONTRACTOR AND SUBCONTRACTOR) SHALL BE MAINTAINED BY THE CONTRACTOR AND UPON REQUEST, PROVIDED TO THE AIRPORT. THIS LIST SHALL BE KEPT CURRENT BY THE CONTRACTOR. 3. A LIST OF ALL VEHICLES ON THE PROJECT SITE (INCLUDING EMPLOYEE VEHICLES IN THE EMPLOYEE PARKING AREA) SHALL BE MAINTAINED BY THE CONTRACTOR, AND UPON REQUEST, PROVIDED TO THE AIRPORT. THIS LIST SHALL INCLUDE THE MAKE, MODEL, COLOR AND LICENSE PLATE NUMBER. THE LIST SHALL BE KEPT CURRENT BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL ANTICIPATE THAT EACH EMPLOYEE WILL BE REQUIRED TO DISPLAY A "CONTRACTORS" BADGE AT ALL TIMES WHILE ON THE PROJECT SITE. THE BADGE WILL BE SUPPLIED BY THE AIRPORT AND MAY INCLUDE THE PERSON'S NAME. THE INTENT OF THE BADGE IS TO ALLOW QUICK IDENTIFICATION THAT AN EMPLOYEE IS AUTHORIZED TO BE ON THE AIRPORT AS PART OF THE PROJECT. ALL BADGES ARE TO BE RETURNED TO THE AIRPORT UPON COMPLETION OF THE PROJECT, OR WHEN AN EMPLOYEE WILL NO LONGER BE ASSIGNED TO THE PROJECT. LEGEND APPROXIMATE AIRPORT PROPERTY LINE RUNWAY SAFETY AREA TAXIWAY SAFETY AREA �► �-► f► HAUL ROUTE A= CONSTRUCTION ENTRANCE CE 3.02 LOCALIZER CRITICAL AREA GLIDE SLOPE CRITICAL AREA EXISTING BUILDINGS WETLANDS (APPROXIMATE LOCATION) w Z k Lo LU • k EXISTING SANTARY 00 C SEWER LINE U_ 0 k ` O . . . . . . . . . . . . . . . . . . . . . . . . . . . . w - WINDSOCK CONTRACTOR STAGING AREA HANGAR FUEL FARM f► AIRPORT ROAD ROTATING BEACON CONSTRUCT AIRPORT AIRCRAFT WASH RACK SECURITY GATE CE 3. DELTA AIRPORT CONSULTANTS, INC. ` RPZ 2500' x 1000' x 1750' EXISTING 12" LOWER THAN 3/4 MILE - WATER LINE APPROACH VISIBILITY GLIDE SLOPE CRITICAL AREA , (SPRING 1997) RUNWAY SAFETY AREA 400'x1000' - - BM 2 80' 300' PAPI STA. 65+00 EXISTING ;:. SHENANDOAH d � / • so TAXIWAY "A" GAS COMPANY 00 T-HANGARS 6" LINE CORPORATE HANGARS • • to so to 00 _4am E • . • _ _ _ — — — — — — — Al PORT SECURITY GATE • -CONTRACTOR EMPLOYEE PARKING 300 0 300 600 1 "=300' SCALE FEET CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. CS-0059-PENDING DRAWN BY: 7 00% REVIEW COPY MJ H PRELIMINARY - DO NOT USE GENERAL LAYOUT &NOT ES DESIGNED BY: FOR CONSTRUCTION JCL/J KB WINCHESTER REGIONAL AIRPORT SCALE: DATE: 1 - 300 JUNE 2006 JOB NO. VA 06077 SHEET 3 OF 9 EXISTING FBO HANGAR REVISIONS ALL LINEAR DIMENSIONS SHALL BE BASED ON THIS CORNER OF THE EXISTING HANki I _ 001 II A& 0 I II Li J r O I I . I I EXISTING ROAD !1 I 0 J I r ;0 J ,o I I( I ' I II e I I II b EXISTING APRON O r 0 i f !I TIE TO EXISTING PAVEMENT xp (SEE DETAIL) O O I J Ask I SEE NOTE 1 a d ° 'd 50' 9 ° . e 60'° d < . ° d d ❑ 49.74 I d a 4 d 4 d • e'. d' J 4 d i I 0 ° a.;.,d e a .. a a qd a.. a a .' a . . .q ,d. °' c' a . 'd a 25'±� u- I .,.. ° ,e. d a ..ate, a d ° n d I : a °° ° a a d ° e d LL❑ I° d d _4.a ° ° d d ,° d ° wo ° e a ' 4707.§O ° d. da LL cn 5" DOWN SPOUT 707.80 °707.80 d e d DISCHARGE .. q° O a . a d d •. ° e dO d ° i J e d - _- d f d '. 4' �Q°�o,'d. '• ' .q G CG-2 CURB d d d .'.. ° .a eo ° , ° a.. ad ° 5" DOWN SPOUT SEE DETAIL e, ' - _ _. � DISCHARGE 14 a ° < ° d a GG-2 CURB dAq d I SEE DETAIL INS�A'LL8" '. a' d a .. ,q.' a ;.O' 4 ° °�. d LL d .; TRENCH. DETAIN a e ° '. d ° a ° d e d° a. 'd •. d ° a d .. ° e _ d d, d .d ° .. °. d �. ' as d< A. . . 5" DOWN SPOUT o d . o d' d d COO DISCHARGE 07.80 �d d a �� q` a �. 'd a' d� 707.80 •° ° SL°O.PE...a. ` d d PROPOSED OIL TRAP ° .q.: a ° a d ° CDLL CD (SEE DETAIL) ° < ° a d° d 'dd A ° ° a d. I q d. d° °'d ° a d .. a ° a d .ea d ° ❑ C.O. SAN ° . SAN" a d -$AN n a a d ° d a. �J 5" DOWN SPOUT ... PROVIDE AND INSTALL 4" HAND GATE ° d e d ° ° ° e ° e d I DISCHARGE VALVE. USE VALVE BOX PER FREDERICK d4.° ° d a d ° COUNTY SERVICE AUTHORITY STANDARD ° a a'' n ° 'd d z SPECIFICATION. SEE DETAIL. a q '°. m aa, . 4 .d. r^ rLlL1 REMOVE AND REPLACE SIDEWALK �nn y) dd"° ° d p ° °' G' vI ❑0 JOINT TO JOINT '.d ° d a:,a a .;'°: 5" DOWN SPOUT d ad c ..d. a, °d d° d °e r DISCHARGE a^ .. e O ad PROPOSED SANITARY ° d ° d °.d d a 9 ° °d a �d. ' ' LL , v/ J . C.O. ° .d a SEWER MANHOLE tl .. ° : ° d °' d ° .4 A' d O SEE DETAIL UGE UGE —UGE d d " a d ° d. IP INSTALL 4-1 1/4" GRS CONDUIT. S 707.80 707.80 �O INCIDENTAL TO WASH RACK ��OD— — —LOD 5" DOWN SPOUT ELECTRICAL SERVICE. I DISCHARGE EXISTING SEWAGE LIFT W/ GRINDER PUMP PRESERVE AND PROTECT EXISTING FENCE i i i BY I APP.I DATE W —W W W W W W CG-2 CURB 4'x4' CONCRETE PAD SEE DETAIL I � I r BACK FLOW PREVENTER. SIZE BOX O �_ TO INCORPORATE WATER VALVE. J 0 GRADE AREA TO PROVIDE POSITIVE SEE DETAIL DRAIANGE AWAY FROM WASHRACK I� 3/4" COPPER I EXISTING ROAD LINE p PROVIDE OPENING IN SILT FENCE O0 TIE TO EXISTING FOR CONSTRUCTION ENTRANCE ;I i 2" WATER LINE STUB it WITH REDUCER. 1—S SF—.w} : SSF SF SSF SF — SFI� SF— SO— —LOD—g—— O J _ EXISTING SIDEWALK PRESERVE AND PROTECT - EXISTING SIDEWALK PARKING LOT 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www. deItaa i rport.com DELTA AIRPORT 'A4 CONSULTANTS, INC. r'fr'ir; i I 'l E 100% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION 101 EXISTING CORPORATE HANGAR i Ji 7-1 �o r 7.r SHEET INDEX a LEGEND — — — EXISTING PROPERTY LINE EXISTING FENCE EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND ELECTRIC UGE PROPOSED UNDERGROUND ELECTRIC EXISTING WATERLINE W PROPOSED WATERLINE EXISTING SANITARY SEWER SAN PROPOSED SANITARY SEWER m EXISTING DRAINAGE PIPE — —LOD LIMITS OF DISTURBANCE —SF SF PROPOSED SILT FENCE _ PROPOSED ROCK CHECK DAM EXISTING DROP INLET EXISTING MANHOLE EXISTING END SECTION 0 PROPOSED HOSE, BIB AND SPIGOT PROPOSED BACK FLOW PREVENTER PROPOSED SEWER MANHOLE C.O° PROPOSED SEWER CLEAN OUT N PROPOSED 4" HAND GATE VALVE EXISTING SPOT ELEVATION 183.29 PROPOSED SPOT ELEVATION �— �— LIGHTED AVIATION BARRICADES ° a PROPOSED VDOT A3 CONCRETE NOTE: 1. SPOT ELEVATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SPOT ELEVATION AT THIS LOCATION. WASH RACK EDGES SHALL MATCH ACTUAL ELEVATION AT THIS POINT. 2. CONTRACTOR SHALL KEEP RAMP FREE OF DEBRIS AT ALL TIMES 3. SEE SHEET 6 FOR JOINT LAYOUT AND DETAILS. 4. PRESERVE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. CONSTRUCT AIRCRAFT WASH RACK GRADING & DRAINAGE WINCHESTER REGIONAL AIRPORT 10 0 10 20 SCALE: 1 "=10' FEET DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: OF 4 JCL/JKB SCALE: DATE: 9 1 = 10' 1 JUNE 2006 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: J 0 a) I-U r- LL O (; (0Q o� 0- >z > LL LL ❑ X 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO CONSTRUCT AN AIRCRAFT WASH RACK, APPROXIMATELY 60' x 60'. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SILT FENCE, ROCK CHECK DAMS, OR OTHER SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE SITE IS AN AREA OF GENTLY TO MODERATELY SLOPING TERRAIN, APPROXIMATELY 14,000 SQ FT IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AN AVERAGE STAND OF GRASS. 3. ADJACENT PROPERTY THE PROJECT IS CONTAINED WITHIN THE AIRPORT BOUNDARY. THE AIRPORT IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND AIRPORT DEVELOPMENT TO THE NORTH, EAST, AND WEST. 4. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: - 3B - BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES - 9B - CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES - 1C - BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES - 9C - CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES 5. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. SILT FENCE AND TEMPORARY ROCK CHECK DAMS WILL BE USED TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED BORROW SLOPES ASSOCIATED WITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON -SITE. 6. EROSION AND SEDIMENT CONTROL MEASURES a. 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), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM FOR "EROSION AND SEDIMENT CONTROL." PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING 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. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. c. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. e. SEDIMENT BARRIERS, 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 IMMEDIATELY AFTER INSTALLATION. f. 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. g. 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 TO PAVED SURFACES. WHERE SEDIMENT IS TRANSPORTED ONTO 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 STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. h. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. i. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. j. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. k. 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. I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK. m. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. n. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS 7. STRUCTURAL PRACTICES a. STONE CONSTRUCTION ENTRANCE - CE 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. b. SILT FENCE THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. c. ROCK CHECKDAMS THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. 8. VEGETATIVE PRACTICES a. TOPSOIL STOCKPILE TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. b. TEMPORARY SEEDING THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 9. MANAGEMENT STRATEGIES a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. c. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. d. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. e. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 10. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901, T-908. 11. STORM WATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE INCREASES IN RUNOFF PEAKS AS A RESULT OF ULTIMATE DEVELOPMENT. CONSEQUENTLY, STORMWATER DETENTION FACILITIES INSTALLED DURING PREVIOUS PROJECTS HAVE BEEN DESIGNED TO RELEASE EQUAL TO OR LESS THAN THE 10 YEAR PRE -DEVELOPED DISCHARGE AND STORE EQUAL TO OR MORE THAN THE 10 YEAR POST -DEVELOPED PEAK STORM EVENT. STORM WATER CALCULATIONS AND OTHER DOCUMENTATION ARE ON FILE AT FREDERICK COUNTY DEPARTMENT OF PLANNING. 12. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. a. THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. b. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. c. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. ROCK CHECK DAM 2-10 ACRES OF DRAINAGE AREA: VDOT #1 COARSE AGGREGATE FLOW CLASS I RIPRAP 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 THE POSTS. LINE OF POSTS. IJam_ If�lllll % IIGPfI 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FILTER FABRIC d 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. PLATE. 3.05-1 SOURCE: SOIL CONSERVATION SERVICE (USDA) - SOIL SURVEY WINCHESTER COUNTY, MD SOIL SURVEY MAP NTS STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT L A 1 3 5:1 FILTER CLOTHS 6" MIN. A I MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B 10' M WASHRACK IN, (OPTIONAL) I I e d 10' MIN. 12, MIN. \j �' EXISTING PAVEMENT \i IN VDOT #1 POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW SECTION A —A REirvruR�LL LIV CL L UKMIIV JI-HI.L SECTION B—B CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 9711 Farrar Court, Suite 100 t ��•• DRAWN BY: SHEET Richmond, Virginia 23236 ,� \IRPTDELTA OR 700%REI//EWCOPY EROSION AND SEDIMENT MJH PRELIM/NARY - DO NOT USE EROSION phone: (804) 275-8301 *fax: (804) 275-8371 FOR CONSTRUCTION CONTROL NOTES AND DETAILS DESIGNED BY: OF JCL/JKB www.deltaairport.com CONSULTANTS,. INC. SCALE: DATE: 9 NO. REVISIONS BY APP. DATE WINCHESTER REGIONAL AIRPORT AS SHOWN JUNE 2006 SAW AND PLACE SEAL J 0 Cn J m U E ti 0 0 0 b Z REVISIONS SEALANT TO BE DOW 890SL OR APPROVED EQUIVALENT 3/4" d I(") I 2" BACKER ROD SAW AND PLACE SEAL "d" IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS PRE FORMED EXPANSION MATERIAL IN CONFORMANCE WITH ASTM D 1751 EXISTING ASPHALT NEAT CLEAN FACE TO INSURE PROPER FIT FOR EXPANSION MATERIAL CONCRETE/ASPHALT EXPANSION JOINT DETAIL E1 NOTE: NTS 1. INSTALLATION OF THE EXPANSION JOINT SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE APRON PAVEMENT AND HANGAR FLOOR. EXISTING ASPHALT APRON Iry 61' JOINT LAYOUT NTS BY I APP. I DATE 25'± AL ;ES 60'-6" P 45° CONSTRUCTION JOINT $ NTS WASH RACK APRON PLACE SEAL 1" O SMOOTH DOWEL SELF EXPANDING CORK 15" LONG @ 12" OC PRE FORMED EXPANSION MATERIAL d e . °. Q aV DOT. A3 VDOT A3 d da 3 4 a a d e ,1 a.. d .a. d4 4 d'a d q ^d a a a \/ ° v a A •.A d PAINT AND GREASE L EXPANSION CAP, THIS END (2/3 OF DOWEL) SLIP FIT DOWELED EXPANSION JOINT DETAIL NTS FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPE A) SECURELY FASTENED, AND TURNED HORIZONTALLY AT A 45° ANGLE TO THE LONGITUDINAL AXIS OF THE BARRICADE. �— 4" REFLECTIVE ORANGE/WHITE TAPE 12" OR 15" DIAMETER WHITE SCHEDULE 40 PVC PIPE SAWED IN HALF. PIPE AVIATION PIPE AVIATION NTS (LOW PROFILE) NOTES: 1. BARRICADES SHALL BE SPACED A MAXIMUM OF 5' APART. 2. BARRICADES SHALL BE A MINIMUM OF 10' IN LENGTH. 3. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS OR OTHER APPROVED METHODS TO WITHSTAND HIGH WINDS AND/OR JET BLAST. 4. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS NECESSARY. 5. LIGHT SHALL BE OPERATING EVERY NIGHT. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www. de Itaa i rport.com 4„ �. - d 7 1 /2 15" d: d MI a•• 18" MAX. �4"� 2" R SEE NOTE 4 d •d•.a / s" RADIUS s" SURFACE BASE BREAK CURB PROVIDE 3/4" INDUSTRIAL AT HOSE BIB. (4') GRADE, SELF DRAINING FAUCET 36 90° ELBOW FLOW/PRESSURE SENSOR HOSE, BIB, AND SPIGOT DETAIL NTS NOTE: 1. COORDINATE LOCATION OF WATER BIB WITH ENGINEER PRIOR TO INSTALLATION. 2. PROVIDE ONE (1) - 75' HEAVY DUTY INDUSTRIAL GRADE HOSE. SURFACE BASE N OTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. I- 12"—�I ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 i! DEL TA AIRPORT CONSULTANTS, INC. 700% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION REDUCED PRESSURE BACKFLOW PREVENTER WITH FLOWMETER PER ASSE-1013. �\rCLASS I INSULATED ENCLOSURE WITH REMOVABLE LID. ASSE -1060 CERTIFIED 7MIN 6" 12" 6" AGGREGATE BASE (VDOT 21A) SHUT OFF VALVES 3/4" COPPER WATER LINE TO HOSE, BIB, AND SPIGOT BACKFLOW PREVENTER NTS NOTES: 1. INSTALL ELECTRICAL SERVICE INSIDE ENCLOSURE WITH A STANDARD PLUG BOX FOR HEATER. CONNECT TO THE WASH RACK PANEL BOX. INCIDENTAL TO "WATER SERVICE AND APPURTENANCES" 2. REDUCED PRESSURE BACK FLOW PREVENTER AND INSULATED ENCLOSURE. ACO FG200 W/ GALVANIZED FRAME AND SLOTTED IRON GATE, #4 STD STIRRUP VDOT A3 OR APPROVED EQUAL @ 12" O.C. CONCRETE 8" #4 CONTINUOS NOTES: N 15 1. TRENCH DRAIN SHALL BE INSTALLED WITH A POSITIVE INVERT SLOPE THROUGHOUT ITS LENGTH. 2. THE TOP OF THE TRENCH DRAIN SHALL FOLLOW THE PROPOSED TOP OF PAVEMENT WITH A 1 % TRANSVERSE SURFACE SLOPE INTO THE TRENCH DRAIN. 3. CONTRACTION JOINTS SHALL BE SAWED TO THE TRENCH DRAIN CONCRETE, PERPENDICULAR TO THE TRENCH DRAIN AND SHALL BE SPACED NO MORE THAN 15' C TO C. THE SAWED JOINTS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 4. TRENCH DRAIN SHALL BE CONSTRUCTED OF A PRESLOPED FIBERGLASS, POLYETHYLENE, OR A RIGID PRECAST, PRESLOPED POLYMER CONCRETE MATERIAL COMPRESSIVE STRENGTH OF 14,000 PSI AND FLEXURAL STRENGTH OF 3,000 PSI. THE TRENCH DRAIN SHALL BE DESIGNED TO SUPPORT AN AIRCRAFT LOADING OF HS-20, SINGLE WHEEL. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING CALCULATIONS) SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. THE TRENCH DRAIN FRAME SHALL BE CAST OR DUCTILE IRON AND THE TRENCH DRAIN SLOTTED GRATE OF DUCTILE IRON. THE TRENCH DRAIN, FRAME AND GRATE SHALL BE CERTIFIED BY THE MANUFACTURER TO BE CAPABLE OF WITHSTANDING THE HS-20 LOADING. 5. THE CONTRACTOR SHALL SUFFICIENTLY SUPPORT THE TRENCH DRAIN BOTH HORIZONTALLY AND VERTICALLY TO PREVENT WARPING AND CRUSHING OF THE TRENCH DRAIN PRIOR TO AND DURING PLACEMENT OF CONCRETE. ALL FORMS AND FORM WORK FOR THE TRENCH DRAIN SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 6. TRENCH DRAIN SLOPES AND INVERTS ON THE PLANS ARE FOR THE TRENCH DRAIN SYSTEM SHOWN IN THE DETAIL. THE CONTRACTOR SHALL SUPPLY THE ENGINEER, HIS SUBCONTRACTORS, AND SUPPLIERS WITH SLOPE AND INVERT DATA FROM THE APPROVED MANUFACTURER IF ALTERNATE SYSTEM IS USED. CONSTRUCT AIRCRAFT WASH RACK MISCELLANEOUS DETAILS WINCHESTER REGIONAL AIRPORT DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: 6 OF JCL/JKB SCALE: DATE: AS SHOWN JUNE 2006 L E E Q N O ri N 0 N 00 � N on N J J 0 c bii J E m � 3 CD In ID CD CD s 0 Z O CD ,top of manhole at grade in pavement areas unless otherwise directed '6. (top shall be set 24" min. above grade in easement areas) square skid pad 6" think-- , wrap around heat shrinkable sheet [WrapidSeal by CANUSA) w 4 bolts il3 4 d'ia,) • 35"' max. " adjustment rings (11"" max,.) 4 concrete ASTMC-150 4000 psi 12" or 16" (typ.) joints are to be sealed wilh "O ring gasket M � pioneer 301 mastic applied „ d " between joints and on exterior side of joints variable .... I.D, —pipe to manhole 5' l connection to be by flexible sleeve invert channel to provide a 4 smooth transition in to out, 3'-0" mrn, for all connections 1 2'-0" max. 4`-0" mal grout bottom of manhole . top of bench -wall } D/2 to form channel same elev. as top of pipe d • aI ' + . ,..A 0 �� d y `17 «! , 4. .. 6 - . d 61" bedding stone ---- NOTES : 1, Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2, If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumastic water proofing, 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads, 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations, STANDARD MANHOLE FIGURE 12 ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" VARIES MAXIMUM LIFTS WITH MECHANICAL COMPACTOR FINISHED GRADE #6 BARE COPPER COUNTERPOISE CONTINUOUS ALONG ENTIRE LENGTH OF TRENCH \/\/ //\//// /;/` % //\// # 6 BARE COPPER, EXOTHERMIC WELD A�/ VA/ / ��A/VA. TO GROUND ROD AND LIGHTNING 36 \; \\j\ PROTECTION COUNTERPOISE j j\%/\\% \,j , ,/� SAND BACKFILL NOT COMPACTED 3/4 X 10 COPPER -CLAD GROUND ROD �\ �\ SPACED AT 400" MAXIMUM ALONG o i,\y\\j/ jj ; \� ✓/\\ \\j/\\j/,, \ \\j ENTIRE LENGTH OF TRENCH. SCHEDULE 40 PVC CONDUIT ci MAINTAIN 45 DEGREE CONE OF PROTECTION m iT a ELECTRICAL CONDUIT TRENCHING DETAIL NTS 2 m NOTES: iT a 0 1. DO NOT ROUTE DIFFERENT VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. V .n 2 2. GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT DUCT ENDS. :V N m m a 2 U L D 2 REVISIONS BY APP. DATE lfJl* 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com generat backfill (see note) Concret select backfill e note) 0- 111 STANDARD general backtill select backtitl ae note) 6" 1 f 2 Q.13, 6" CONCRETE CRADLE general backfill CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 Maximum density, TRENCH & BEDDING FIGURE 1 s� l" select backfill ee note} 6 6, �r a�re+rrr rrarrri r . ■'pia■ a. r�:r■r r a ■. ■ I! i s■ a ■ a i■ i r i as • r • i a r l '•an r �r a a i �.'a rn;a- i r• �r ■ SECT # O V fl A IL VV OIL TRAP STRUCTURE DETAIL NTS SDR 35 spigot SDR 3.5 spigot by by gasketed SDR 21 gasketed :. belt 45' bend bell adapter (see Hate) 2 ,. ./P .r: ;"4'r4 ^v.., ti..r 4, r c. ,:+.i44'+Y'h..r.G^.:•'r,•nF Si 3' minimum ^r, SDR 21 gasketed " SDR 35 8"x4" pipe and fittings 5CH 40 gasketed bell wye Solvent (see note) weld carp property y k line location marker stone — t 5' 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 36" min, cover I treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL FIGURE 15 r* r 1+-10 6" minimum* machine excavation limit Ii gate valve gate valve trench bottom, boxes box undisturbed earth stone bedding TEE, WYE, OR PLUG'S TYPICAL SECTION In lieu of woad forming the fitting may be wrapped with 'denotes hand excavation polyethylerl,e, and the concrete poured to completely surround "D" =: 12" min, for 10' arid, smaller pipe the fitting and against undisturbed soul. The bearing dimensions "D, � 18" min, for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Piper Dla, -` Plugs„ 4Vyes & Tees 11 114° and 22 1 f2' Bends 45' and 90' Bends A -. B C A B C A B C% 6" 1'4)" 0'-9" V-0' 0'-9` 0'-9" 0'-9" 1 3 0"-9 1 9" 8" 1'-3 0°-9' V-3" 0'-9" 0'-9" 0 4' 1' s° o' s 2' ° 10 t' 6, _'_g• 1° 6. 1 0" 0 " m3" 1' 9" 0`-9 2' " 12"' 1'-9 1'-0" 2-6" 1'-3" 1'-0" 1 -6`" 2'•0"' 1 -0" 3' 14" 2' 0" 3'-0" 1'_3'" V-0" 1`-6"' 2-61' 1'-0" 4'-0'" 16" 2'-3" _1'-0" 1'-o" 3'-6" 1 -6' 1 0 2' 0" 2 9 Ci 1'-" 4'-6" 18" 2" 6" 1' 3' 3' 9" j 6" 1 3' : 2 D 0" 1 "-3" 4`_9" 20„ 4" 0„ 1",9," i — -- cast iron cleanout cap with brass plug I having a countersunk square head Panella Model PA4SV-CSK (4") Panetta Model FIA6SV-CSK (W) finished square concrete skid pad 20"x 20" x 12" deep k 4" stone cleariout pipe -- SDi;i 21 SDR 35 spigot by SDR 21 gasketed SDR 35 bell adapter gasketed beif wye sanitary face note) gasketed 35 spigot by sewer main SDR bell 45" SOR 21 bend (see note) -.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 7 5" a cleanout assembly shall be furnished at the property line. 2, if top of sewer main is greater than 15`, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT FIGURE 17 Modify valve box cover to accept key shaft. Cover valve key is required to prevent material from entering box. concrete pad �'-i3" dlB, X s" deep 3'-6" edge of wash rack —� NOM-1 � 4" Stone � screw type adjustable valve box l t, as required finished grade valve restrained to main 11 1,4° THRU 90° BENDS ' galy C"i rcds over fittings and embedded in concrete thrust blocks, ; :' }. •.'� « " FtTTI 4ZE f NO, ROD EMBEDMENT 12"" , LESS 6 2 30" ' 14" - 20"' 8 2 36" Concrete ; ?: Required 8" x 8" x 16" solid block Fitting Volume of thrust block inu. d. VERTICAL BENDS size 4e 11-1 22-1aft' 145° I 9t1° stone bedding ' 6 - - 13 SOURCE: FREDERICK COUNTY SANITATION AUTHORITY 81, - - 1.1 2.3 '° ' ° 3,7 GATE VALVE DETAIL THRUST BLOCKS FOR VERTtCAL 12"" - 1.2 2,8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1,7 3,9 7,6 NTS AS F ()R HORIZONTAL BENDS, 16"" 0.9 2.3 51 - 1f3'" 1,4 3.2 6.3 - 29' 2.2 4.5 7.8 CONCRETE THRUST BLOCKING FIGURE 2 ��_� DELTA AIRPORT IML CONSULTANTS, INC. 7 00ol REVIEW COPY PRELIM/NARY - DO NOT USE FOR CONSTRUCTION CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET UTILITY DETAILS MJFi 7 DESIGNED BY: OF JCL/JKB WINCHESTER REGIONAL AIRPORT SCALE: DATE: AS SHOWN JUNE 2006 Q m 6 0 d J 0 co x v- cu 0 Q J CD 3 73 C6 0 CD i co 0 10 LD Z 3 Q r A i c a 2 , 2 1 2 63'-6" 66'-4" 61 -0' 1' �"� 33'-2" 33'-2" I I TOP OF PIER ri -7no zn' FACE OF CURB O IN CC _ I I I I i I N I I I -- SLOPE DOWN 1-12 SLOPE DOWN 1:12 I I I i I i� N _ 1 8 I I 0 I N I I 0 (4) 1-1/4" RGS CON[ FROM 'WR', PROVIDE DIV 1 SEAL FITTING AT AFF. TERMINATE IN EXI ELECTRICAL ROOM. TF SHALL BE CAPPED WIT STRING, ONE SHALL B[ CONNECTED TO EXISTI� PANEL WILL BE IDENTIf OWNER IN THE FIELD.- O 0 A 2 A 2 A 2 J I U U B 1 B 1 g 1 >UITS PANELBOARD 'WR'. PROVIDE GALV STEEL CLASS 1, CHANNELS WELDED TO STRUCTURE. SS PROVIDE GFI RECEPTACLE 21 „ BOLT PANEL TO CHANNELS. PROVIDE #6 (HUBBELL GFR53521A) WITH CAST STING GROUND, BOND TO STEEL STRUCTURE ALUMINUM GASKETED WP 'IN USE' REE AND PROVIDE 3/4"0 X 10' COPPER CLAE COVER (HUBBELL- BRYANT PULL DRIVEN GROUND ROD. WP8M) MOUNTED TO COLUMN AT 48" AFG. ROUTE CIRCUITRY G PANEL. "IED EXPOSED TO STRUCTU P OF BY 4. I 3 J �A2 A o 2 A o 2 WR-2: (2)#8, (1)#10 � GND. WR-1,3,5: GND. R-1,3,N, � TYPICAL FOR TYPE B FIXTURES, I WIRE BATTERY PACK SO THAT LIGHT , (1 )#10 GND. ALL IN (1 IS NORMALLY OFF, AND COMES ON VIA BATTERY POWER ONLY WHEN CONDUIT, UNO. BRANCH CIRCUIT POWER IS LOST. PROVIDE 120V RELAY AS REQUIRED AT EACH FIXTURE TO ACCOMPLISH THIS FUNCTION. U B 1 B 1 U B 1 I 2 q 5 J A 2 q 2 5 I M I (1)#10, (1)#10N, (1)#10 GND IN 3/4" CONDUIT RUN BELOW GRADE APROX 75' TO BACKFLOW PREVENTOR HOT BOX, VERIFY LOCATION W/ CIVIL. N N N FLOOR PLAN ROOF PLAN ELECTRICAL PLAN _ SCALE: 1 /r • 1'-(r SCALE:1 /r • 1'-W SCALE:1 /r • 1'-M MANUFACTURERS AND MODELS INDICATED REPRESENT THE TYPE AND QUALITY OF PRODUCTS REQUIRED. EQUAL PRODUCTS BY OTHER MANUFACTURER'S WILL BE ACCEPTABLE, SUBJECT TO ENGINEER SUBMITTAL REVIEW. I ' I I I F____ T-L-_1 1 SECTION REVISIONS 818 SCALE :1 /8ti11-M BY I APP. I DATE MOSELEYARCHITECTS A PROFESSIONAL CORPORATION 601 SOMA* BOULEVARD. FACHPAOM VS1611i& 23= RMM M4D 794.7666 FAX MQ 379•rl660 K01033 YARCHIBCIZOOM PMJ NO.60w KEYNOTES ❑1 METAL GUTTER �2 METAL DOWNSPOUT �3 RIGID FRAME, HOT DIPPED GALVANIZED ❑4 PRECAST SPLASHBLOCK �5 FINISH GRADE �6 REINF CONC FOOTINGS BELOW GRADE ❑7 CONCRETE SLAB, REFER TO CIVIL DWGS ® TENSION RODS, HOT DIPPED GALVANIZED �9 METAL ROOF PURLINS 10 METAL ROOF PANELS 11 CONCRETE CURB, REFER TO CIVIL DWGS 12 SUSPENDED LIGHT FIXTURE 0 0 0 I � I I I I i I i I I I I I I I I I � I 6---------- -a ELEVATION 818 DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, VA 23236 phone: (804) 275-8301 # fax: (804) 275-8371 # www.deltairport.com I :i IL:'J I I i I I I �-------------..-.1 PANELBOARDSCHEDULE WR FED FROM ADJACENT BUILDING UL SE RATED 60 AMP MCB CCT BRKR LOAD 1 20/1-SW-L EMERGENCY LTG 208 Y / ILTG ELTG - 0.4 120 REC - V 3 PH 4 W MTR HTG KIT MISC A - - - - 1.6 B C :;; :....:. ........... MOUNT: CCT BRKR 2- 30/2-SW SURFACE NEMA 3R LOAD LIGHTING PANEL ASSEMBLY RATED: ILTG IELTG REC MTR - - 1.2 - HTG - 10 KAIC KIT MISC - - 3 20 1-SW RECEPTACLES - - 1.0 - - - - .............. 2.2 1.2 - - - - 5 20 1-SW REC, HOT BOX - - - - - 1.0 - 0.2 - - :::::;:. -.-._.....:.:::::: ... 1.2 6 - - - SPACE ONLY - - - - - - - - - - - 7 - 20 1--SW --- SPARE - I - - - - - -- - - - ...::: ............ - 8 SPACE ONLY - - - - - - - g 20 1-SW SPARE - - - - - - - .... - ........... 10 - SPACE ONLY - - - - - - - 11 20 1-SW SPARE - - - - - - - - 12 - SPACE ONLY - - - - - - - 13 - SPACE ONLY - - - - - - - - ......................... 14 - SPACE ONLY - - - - - - - 15 - - - SPACE ONLY - - - SPACE ONLY - - - - - - - - - - - ':: .... - ::::: ... 16 -- - - --- SPACE ONLY - - SPACE ONLY -- ----- 17 - - -- - - - - -- . 18 - - - - - - - - - 0.4 2.0 - 0.2 - - A B I C PHASE A KVA 2 14'PHASE A AMPS PHASE B KVA 2 19iPHASE B AMPS PHASE C KVA 1 10'' PHASE C AMPS LIGHTING DEMAND = 125% PER 2002 NEC 210-19(A)(1) RECEPTACLE DEMAND LOAD PER 2002 NEC TABLE 220-13 -L INDICATES PROVIDE BREAKER LOCKABLE IN 'ON' POSITION -SW INDICATES PROVIDE SWITCH RATED BREAKER PROVIDE LOCKING GASKETED NEMA 3R ENCLOSURE. EQUAL TO SQUARE D TYPE NQOD. - - 2.5 - - - - LOCATED AT WASH RACK CANOPY TOTAL CONNECTED KVA: 5 TOTAL DE_M_AND KVA: 5 TOTAL CONNECTED AMPS: 14 TOTAL DEMAND AMPS: 14 LOAD TYPE INT LIGHTING EXT. LIGHTING CONNECTED LOAD KVA - 0.4 DEMAND KVA - 0.5 RECEPTACLES - HVAC MOTORS j ELECTRIC HEAT 4.5 - 0.2 4.5 - _ 0.2 KITCHEN: - - MISC: 25% OF LARGEST - MOTOR (N/A): - - NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE VUSBC, WINCHESTER COUNTY CODES, AND THE 2002 EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL CIRCUITRY SHALL BE THHN/THWN COPPER RUN IN CONDUIT. EMT WITH COMPRESSION FITTINGS ABOVE 10' AFF. GALV RIGID STEEL BELOW 10' AFF. 3. ALL CONDUITS RUN BELOW 24" AFG SHALL HAVE CLASS 1 DIV 1 SEAL FITTINGS ABOVE 18" AFG. LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER LAMPS VOLTS MOUNT NO. WATTS TYPE ACRYLIC PRISMATIC A ENCLOSED METAL HALIDE LITHONIA TXF-25OM-PA25ALEF-208-SCK-WG 1 250 MH 208 PENDANT WIRE GUARD, SAFE CHAIN POLYCARB LENS B SURFACE FLUORESCENT LITHONIA VDS-2-32--120-EL14DW-GEB-RIF1 2 32 F32T8 120 SURFACE EMERGENCY BATTERY 7 00% REVIEW COPY PRELIM/NARY - DO NOT USE FOR CONSTRUCTION CONSTRUCT AIRCRAFT WASH RACK WASH RACK CANOPY DETAILS WINCHESTER REGIONAL AIRPORT DOAV PROJECT NO. CS-0059-PENDING DRAWN BY: DESIGNED BY: SMJ SCALE: I DATE: AS SHOWN I JUNE 2006 JOB NO. VA-06077 SHEET 8 OF 9 GENERAL NOTES 41 O T d J C0 x CU o� CO 5 3� Qw cy- cl� ra x 1'-3Y" 61'-0" 1'-3Y2„ DESIGN LIVE LOADS 1. CLASSIFICATION OF BUILDING FOR IMPORTANCE FACTORS BUILDING CATEGORY II 2. ROOF LOAD GROUND SNOW LOAD (Pg) 35 PSF o IMPORTANCE FACTOR 1.0 i EXPOSURE FACTOR (Ce) 1.0 � THERMAL FACTOR (Ct) 1.2 FLAT ROOF SNOW LOAD Pf=0.7*Ce*Ct*I*Pg 29.4 PSF z MINIMUM ROOF LIVE LOAD 20 PSF (OR ROOF SNOW LOAD) 0 Lj 4. WIND LOAD a_ o BASIC WIND SPEED (3 SECOND GUST) 90 MPH (3 SEC GUST) _j BOTTOM OF IMPORTANCE FACTOR 1.10 -3'-0 CURB EL BOTTOM OF Q 707.80' EXPOSURE C CURB EL 5. SEISMIC DATA 707.80' SEISMIC USE GROUP I a, SEISMIC DESIGN CATEGORY B SEISMIC IMPORTANCE FACTOR, le 1.0 N SITE CLASS D CONCRETE SLAB SPECTRAL RESPONSE COEFFICIENTS (REFER TO CIVIL DWGS) �Sdl) 0.128 RESPONSE MODIFICATION FACTOR (R) 3.5 DEFLECTION AMPLIFICATION FACTOR (Cd) 3 BASIC SEISMIC FORCE RESISTING SYSTEM: MOMENT RESISTING FRAME SYSTEM; ORDINARY STEEL MOMENT FRAMES g ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE B -- ---- -- - - - -- -- - --- - - - - - - - GENERAL CD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE C° 9 BUILDING CODE (VUSBC), 2003 EDITION, EFFECTIVE NOVEMBER 16, 2005, WHICH REFERENCES THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. 2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE -6'-0" ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE OTHER ENGINEERING DISCIPLINES. 3. VERIFY AND COORDINATE MECHANICAL UNIT SUPPORTS AND OPENINGS WITH EQUIPMENT TRENCH PURCHASED FOR THE PROJECT. COORDINATE REQUIREMENTS FOR SLEEVES, HANGERS, INSERTS, DRAIN REFER ANCHORS AND ALL OTHER ITEMS TO BE SET IN STRUCTURAL WORK. z TO CIVIL DWGS 4. SPECIAL INSPECTIONS ARE REQUIRED BY THE VUSBC (INTERNATIONAL BUILDING CODE, 2003. N SECTION 1704). REFER TO THE FOLLOWING PROJECT SPECIFICATIONS FOR SPECIFIC INSPECTION o REQUIREMENTS. 0 BOTTOM OF CURB EL P-152 EARTHWORK a s �n� on' 03300 CAST -IN -PLACE CONCRETE NO. REVISIONS rG 2 11 TRENCH SHALL NOT CROSS THIS PLANE ADJACENT FOOTING SHALL \ NOT CROSS THIS PLANE _/ TRENCH LOCATION DETAIL NO SCALE N FOUNDATION PLAN 2'- 6 PRE-ENGINEERED SCALE: 1/81• 1'-M RIGID FRAME 1'-3" 2 HEADED ANC BOLTS, NUTS 1Y2" NON -SHRINK AND WASHERS SHALL BE GROUT HOT DIPPED GALVANIZED NOTES 1. FINISHED GRADE EL 708.00' - REFERENCE ELEVATION (0.00'). REFER TO CIVIL DWGS. FOR GRADES. Y4" CHAMFER CONC CURB REFER ALL PLUS/MINUS STRUCTURAL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION. TO CIVIL DWGS 2. TOP OF ALL CONCRETE PIER ELEVATION = 708.30'. TOP OF CONC Y2" BOND BREAKER PIER EL 708.30' 3. DENOTES TOP OF EXTERIOR FOOTING -X'-X' UNO. REFERENCED FROM (0.00'). - CONC SLAB REFER � e d 4. THE FOUNDATIONS ARE DESIGNED FOR ESTIMATED COLUMN REACTIONS. PRIOR TO � FIN GRADE TO CIVIL DWGS CONSTRUCTION OF THE FOUNDATION, PROVIDE COLUMN REACTIONS FROM THE METAL `� `�' d p )I BUILDING MANUFACTURER FOR REVIEW AND VERIFICATION OF THE FOUNDATION DESIGN d BY THE ARCHITECT/ENGINEER. COORDINATE ANCHOR BOLT SETTING PLAN PROVIDED #4 TIES BY THE METAL BUILDING MANUFACTURER WITH THE FOUNDATION PLAN. -- -- N d d d d p (8) #8 DOWELS ° © WITH STD 90 DEG LLJ 2 REFER TO PLAN FOR 9 d p TOP OF FOOTING ° d ELEVATION p 2" CLR d p d (10) #6 EA WAY a aa d p0-1 d ° b d d 1 p d d d p a d 0 4 d d ,Al e p p d d^ p 4 d d v p d - p- AI < d d J p Q p p d d p p d d 3" CLR (10) #6 EA WAY BY I APP.I DATE MOSELEYARCHITECTS A PROFESSIONAL CORPORATION 601 BOUI}aAKE BOULEVARD. RK>OWOrD, VI RGH& 2sma PMOPE (Bap 794-75W FAX MN 37¢86M MOBEitYAACHIB=COM PRCU NO 460540 919 5'-0" SECTION 5'-0" SCALE: 3/4ti1'-V DELTA AIRPORT CONSULTANTS.INC. 9711 Farrar Court, Suite 100 * Richmond, VA 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 # www.deltairport.com FOUNDATIONS 1. FOUNDATIONS ARE DESIGNED TO BEAR ON ORIGINAL UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL WITH A PRESUMPTIVE ALLOWABLE BEARING CAPACITY OF 2000 PSF. 2. CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL VERIFY BEARING CAPACITY AND SUITABILITY OF SUBGRADE PRIOR TO PLACING FOUNDATIONS. 3. SELECT AND PLACE CONTROLLED COMPACTED FILL UNDER DIRECT SUPERVISION OF THE ENGINEER OR REPRESENTATIVE. 4. COORDINATE FOOTINGS WITH ACTUAL LOCATION, SIZE AND INVERT OF ALL UNDERGROUND PIPE (AND CONDUIT). 5. AVOID INFLUENCE OF PIPE TRENCH PARALLEL TO WALL FOOTING AND/OR ADJACENT TO COLUMN FOOTING. REFER TO DETAIL ON THIS DRAWING. 6. PROTECT FOOTINGS AND GRADE SLABS FROM FROST HEAVE UNTIL PERMANENTLY ENCLOSED. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-99 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", AND ACI 301-99 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN ULTIMATE 28 DAY COMPRESSIVE STRENGTHS (F'c), AS FOLLOWS: FOOTINGS 3000 PSI PIERS 3500 PSI (AE) 3. REINFORCING STEEL SHALL BE AS FOLLOWS: REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED (GRADE 40 FOR TIES AND STIRRUPS) CD cV Y4" CF C C " G" AMFER 1'-3" 1'-3" CD i d p d d � a d d dp � p 0 d d p d d d SECTION ME 100% REVIEW COPY PRELIM/NARY - DO NOT USE FOR CONSTRUCTION (8) #8 DOWELS �- #4 TIES AT 12" OC SCALE : 3/4%1'-W PRE-ENGINEERED BUILDING 1. THE DESIGN SHALL BE THE RESPONSIBILITY OF THE PRE-ENGINEERED BUILDING MANUFACTURER AND SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA. 2. DESIGN CRITERIA A. PRIMARY AND SECONDARY STRUCTURAL MEMBERS AND EXTERIOR COVERING MATERIALS: METAL BUILDING MANUFACTURER'S ASSOCIATION'S (MBMA) "DESIGN PRACTICES MANUAL". B. STRUCTURAL STEEL MEMBERS: AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S (AISC) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING". C. LIGHT GAGE STEEL MEMBERS: AMERICAN IRON AND STEEL INSTITUTE'S (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND "DESIGN OF LIGHT GAGE STEEL DIAPHRAGMS". D. FOR WELDED CONNECTIONS: AMERICAN WELDING SOCIETY'S (AWS) "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". 3. DESIGN LOADS: BASIC DESIGN LOADS, AS WELL AS AUXILIARY AND COLLATERAL LOADS, ARE INDICATED BELOW. A. GRAVITY LIVE LOADS, WIND AND SEISMIC LOADS AS INDICATED IN "DESIGN LIVE LOADS" SECTION OF THESE NOTES. B. BASIC DESIGN LOADS INCLUDE, IN ADDITION TO DEAD LOAD, LIVE LOAD, WIND LOAD, SEISMIC LOAD, CRANE LOAD WHERE INDICATED ON THE DRAWINGS. C. AUXILIARY LOADS INCLUDE DYNAMIC LIVE LOADS SUCH AS THOSE GENERATED BY CRANES AND MATERIALS HANDLING EQUIPMENT. D. COLLATERAL LOADS INCLUDE ADDITIONAL DEAD LOADS OVER AND ABOVE THE WEIGHT OF THE METAL BUILDING SYSTEM SUCH AS MECHANICAL SYSTEMS, LIGHTING AND MEZZANINE FLOOR LOADS. E. DESIGN EACH MEMBER TO WITHSTAND STRESSES RESULTING FROM COMBINATIONS OF LOADS THAT PRODUCE ALLOWABLE STRESSES IN THAT MEMBER, AS PRESCRIBED IN MBMA'S "DESIGN PRACTICES MANUAL". F. THE PRE-ENGINEERED BUILDING COLUMNS SHALL HAVE PINNED BASES AND SHALL TRANSFER NO MOMENTS TO THE FOUNDATIONS. 4. SUBMIT COMPLETE DESIGN CALCULATIONS AND ERECTION DRAWINGS TO THE ENGINEER AT LEAST 30 DAYS PRIOR TO PROPOSED ERECTION SHOWING ANCHOR BOLT SETTINGS, SIDEWALL, ENDWALL AND ROOF FRAMING, TRANSVERSE CROSS SECTIONS, COVERING AND TRIM DETAILS, AND ACCESSORY INSTALLATION DETAILS TO CLEARLY INDICATE PROPER ASSEMBLY OF BUILDING COMPONENTS. 5. DESIGN CALCULATIONS AND ERECTION DRAWINGS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA. 6. REFER TO LIGHTING PLAN FOR LOCATION OF ELECTRICAL UNITS TO BE SUPPORTED FROM THE ROOF PURLINS. REFER TO APPROVED SHOP DRAWINGS FOR UNIT WEIGHTS. 7. RIGID FRAMES SHALL BE HOT DIPPED GALVANIZED, CLEANED, TREATED AND SHOP PRIMED. BUILDING CODE REFERENCE: PERFORM ALL WORK IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), 2003 EDITION EFFECTIVE NOVEMBER 16, 2005. USE GROUP CLASSIFICATION: USE GROUP SEPARATED MIXED USE S-1 (IBC 2003 SECTION 311.2) CONSTRUCTION CLASSIFICATION: IIB NONCOMBUSTIBLE - UNPROTECTED HEIGHT AND AREA LIMITATION (TABLE 503: S1 - TYPE IIB 3 STORIES AND 17,500 SF ACTUAL BUILDING HEIGHT AND AREA 20'-0" AFF TO EAVE LINE AND 3,900 SF THE BUILDING IS NOT SPRINKLERED. CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. CS-0059-PENDING DRAWN BY: WASH RACK CANOPY DETAILS I DESIGNED BY: WINCHESTER REGIONAL AIRPORT SMJ JOB NO. VA-06077 SHEET 9 OF SCALE: DATE: 9 AS SHOWN JUNE 2006 F- D 0 r a J m 0 r 0 0 0 Z i �I SERVING TOP OF s I IV ®EXti y , ;� SHEET un TITLE 1 2 3 4 5 6 7 8 9 COVER SHEET BOUNDARY & ZONING PLAN GENERAL LAYOUT & NOTES GRADING & DRAINAGE EROSION AND SEDIMENT CONTROL NOTES AND DETAILS MISCELLANEOUS DETAILS UTILITY DETAILS WASH RACK CANOPY DETAILS WASH RACK CANOPY DETAILS SUMMARY OF AN ITEM ITEM SPEC NO. NO. DESCRIPTION UNIT AS -BID AS -BUILT 1 P-100 MOBILIZATION LS 1 2 P-152 UNCLASSIFIED EXCAVATION LS 1 3 P-156 EROSION AND SEDIMENT CONTROL LS 1 4 P-156 SILT FENCE LF 195 5 M-107 AVIATION BARRICADES LF 110 6 M-122 WATER SERVICE AND APPURTENANCES LF 95 7 M-122 BACK FLOW PREVENTER W/ ENCLOSURE. EA 1 8 M-122 4" PVC, SDR-35, SAN. SEWER LINE AND APPURTENANCES LF 95 9 M-122 SANITARY SEWER MANHOLE EA 1 10 M-122 4" HAND GATE VALVE EA 1 11 M-122 HOSE BIB & SPIGOT EA 1 12 T-901 SEEDING AC 0.25 13 T-908 MULCHING AC 0.25 14 D-702 SLOTTED TRENCH DRAIN (8"). LF 20 15 R-302 OIL TRAP EA 1 16 R-309 AGGREGATE BASE COURSE (21-A) TN 210 17 R-316 HYDRAULIC CEMENT CONCRETE PAVEMENT (8") SY 575 18 R-502 CONCRETE CURB, STANDARD CG-2 LF 175 19 MISC. ROOF CANOPY, COLUMNS AND FOUNDATION LS 1 20 1 MISC. I WASH RACK ELECTRICAL SERVICE LS 1 REVISIONS BY I APP.I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 e fax: (804) 275-8371 www. deItaa i rport.com WINCHESTER REGIONAL AIRPORT WINCHESTER, VIRGINIA dMv oil NMI/ NON-AIP DOAV PROJECT NO. CS-0059-PENDING DELTA PROJECT NO. VA 06077 FOR THE WINCHESTER REGIONAL AIRPORT AUTHORITY JUNE 2006 VICINITY MAP N W. VA. MD. MARTINSBURG 81 522 50 340 O WINCHESTER REGIONAL LEESBURG AIRPORT 50 FRONT ROYAL 81 17 340 2g WARRENTON J� Q� O CULPEPER 17 �v 33 29 NTS �� DELTA AIRPORT CONSULTANTS, INC. NTS 100/0 REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION 700% REVIEW COPY PRELIM/NARY- DO NOT USE FOR CONSTRUCTION PROJECT INFORMATION: PROPERTY IDENTIFICATION NUMBER(S): 64-A-40B AND 64-A-78 ZONING: 64-A-406 M1/AP1 64-A-79 RA/AP1 SETBACKS: REQUIRED: 60 FEET TO PUBLIC ROAD PROVIDED: 105 FEET PROPOSED USE: AIRCRAFT STORAGE MIXED USE S-1 (IBC 2003) ACREAGE: AIRPORT: 374.5 ACRES FEE 28.9 ACRES EASEMENT LIGHTING: ALL LIGHTING SHALL BE DIRECTED AWAY AND/OR SHIELDED FROM ADJACENT PROPERTIES OUTDOOR STORAGE: NONE TRASH RECEPTACLES: NONE SIGNS: NONE FLOOR AREA RATIO: NONE PARKING: NONE LANDSCAPING: NONE SHAWVNEE MAGISTERIAL DISTRICT OWNER/DEVELOPER: WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-5786 FAX (540) 722-9335 DESIGNER: DELTA AIRPORT CONSULTANTS, INC. 9711 FARRAR COURT, SUITE 100 RICHIMOND, VIRGINIA 23236 (804) 275-8301 FAX (804) 275-8371 APPROVED BY THE ZONING ADMINISTRATOR ADMINISTRATOR DATE SITE DEVELOPMENT PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. FINAL SITE PLAN APPROVED BY: NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY PRIOR TO INITIATING ANY SITE WORK. RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. CONSTRUCT AIRCRAFT WASH RACK COVER SHEET WINCHESTER REGIONAL AIRPORT DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: OF JCL/JKB SCALE: DATE: 9 Al SHOWN I JUNE 2006 .2 _l �o N O .ti kD O O N 00 ti J 3 C N 0 rl 0 0 s a N X m N N r- W o(9 (Q o< b- z �LU W ❑X \ \\ RA \\ N/F DICK 11 N/F COVERSTONE N/F CUSTER, TRUSTEE \ \ D.B. 568 PG. 769 1 D.B. 222 PG. 231 / N/F GLAIZE & BROS. D.B. 753 PG. 367 \ N/F CARPER'S VALLEY GOLF CLUB L.P. \\ 1 / D.B. 721 PG. 113 \ D.B. 762 PG. 808 ♦ � , L40 11 / CORNER POST / � / Q= a� / \\ L3 _ - - - �E- - \ L39 ♦ ` I *0 FND. = o / Z h % STONE 0.�" 1 \ ♦ ♦ )4• ��� / / Co. / N/F NORTH / END.♦x / / 1 (11A) \ L41 FREDERICK REALTY / a L34 \ ♦ ♦ -- - 1/2" REBAR / / I \\ ♦ -- I OFD24" OAK E L42 / 7�/OPeN$TO�GF / D.B. 721 PG. 113 / 12., I N/F CARPER'S VALLEY GOLF CLUB L.P. ♦ �� REBAR (\ D.B. 762 PG. 808 \ ♦ ___-- �k�( �R'°ARk, l / END. i 1 11 L36 \ / 1/2"REBAR �1�. NG / / 1 ♦ I END. / OLD ON POST to/ 1/2" REBAR STA. = 71+53.81 H E/RA , , 1 1 STA. = 3+24.79 �♦ ♦ END. ♦ ` 545.68' LT. RUNWAY / (----_\ \ i L 99.16'LT.RUNWAY \ I `14/32CIL L33 I_----1 1 14/32CL L37 L38 ` \\ - •i�X- - A 0 - - A 0 - -X�•* - -K \\' SHENANDOAH GAS CO. I r�---ia� rz^ `\\\• RIGHT-OF-WAY i o 307.E ACRES ^� a N/F WINCHESTER OFFICE I 0 REBAR REBAR \1 '\ " I (D RA 1 _ - I \ \ END. -1 FND. (50' MAX. WIDTH) I 1 CENTER LIMITED PARTNERSHIP I F.C.S.A. \ I \\ \ i i I A L D.B. 691 PG. 293 I UTILITY ESM'T. A. i1 `�. IRON PIPE Of 677 PG. 487 \ \, I `\\ �____, n I 1 FND. �� ,- .�\ 11 I RA \�1 \ \ -• �, I L3� I \ a\ CL RUNWAY 14/32 I / / k BZ I o, - 0 4110-_ _ - - - - - - 5 - - - - - - + - + N/F WORCO �c I � I /• \ 1 I Ij � r- `\ \\` \ \ I CONC. MONUMENT I 1 / , STA. = 8+68.58 D.B. 634 PG. 51 O I % -'� }' ` - \ \ i - CONC. M NUMENT _ B 1 STONEIFND. �' r'' ' I `\ 385.19' RT. RUNWAY \ STA. = 35+00 p ,�(� 14/32 CL OLD CORNER ` \ \ -� 100.00 RT. RUNWAY STA. = 45+00 , �. --7' 1 100.00' RT. RUNWAY / /L340, X '/ A— REBAR I POST END.14/32 CL 14/32 CL 4-- so - ' ♦ ! L ` �'' \ IRON PIPE FND. \ I\ \FND. i♦* 1 L2\rZ\\\\\L19I I L13 30" OAK//�. �.J TREE / \ 1 / 1 ` \ cO \\ I I 3� .. - N/F GOLLADAY / j \ N/F L29 `,`♦ L26 _ J L24 ,@ a\ 2 \\ \ o \ \-, ` LNJIF-R1GG 1e _ - . i • . - .. ` L _ ♦/, .. D.B. 467 PG. 96 _ {-REBAR L25 �X"i o a \\ 3 \ - / I NICHOLSON _ \2\.mT \ �a \ Z \ ,N ✓ Llf$ / \ __-� \ END. �' `o \oa 1 om\ m \ m ram\ -..-'� 4♦ '( 1 D.B. 245 PG. 216 - _ 1 _ L28 y \ \ w m • • - RA / I \ ___�� a T Z T T\y�\u0\NN\��CI 1 gip\ \ ,,..i _ _ 1. ♦ low - to .T.. N/F L--` sre' NyZ \ N\o \�o\A\� \ �� / 1. ' i ' N/F / / BEAVER \ v Om \ p \ oo� A \\ym \ ��$ w�\$�\ \- 6 0 \ 1 HANGAR ` 14♦ S6 BEAVER / \ REBAR \ A p \ c m SM't. v m a D.B �/ D.B. 423 \ a ON o N \ G) 0 \ w\ \ tIVEE N o W \ ,1 PG. 252 / j PG. 252 \\ \\ i -4 w 2 \\ � \\ . \ \ C 30' PRESCRIP B2 �' w� 1 L17 M 1 C5 L1=- - ; AIRPORT ROA - RT. 64 La d n �m _ o \ li L16 �- - I i c No - - _ - - - D.B. 671,PG. 850 \\ / N/F BEAVER RA G �1 - _ - D.B. 322 PG. 526 - �- M 1 \ D.B. 673 PG. 201 I I m I rn Z II \\ � mz N I D 1 \ p RT"776 nnr\ 1rr%_r n1Tr �' D I G I a \ M1 CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD SEARING DELTA Cl 750.00' 228.60m 92.23' 28.11m 46.18' 14.07m 92.18' 28.10m N 44°45'22" W 07°02'46" C2 2192.66' 668.32m 496.74' 151.41 m 249.44 76.03m 495.67' 151.08m N 54°46'09" W 12'58'1 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 61'22'03" E 01 4700" C5 725.00' 220.98m 103.10' 1. m 3 43 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' 34.81 m S 38°41'50" W 03°38'45" TANGENT TABLE LINE DIRECTION DISTANCE L1 S 55'13'15" E 1689.89' 515.08m L2 S 11'33'11" W 93.92' 28.63m L3 S 11'42'38" E 443.12' 135.06m L4 S 50°11'12" W 369.00' 112.47m L5 N 41 ° 13'59" W 128.98' 39.31 m L6 N 48'16'45" W 270.27' 82.38m L7 N 61'15'33" W 427.72' 130.37m L8 N 57°28'40" W 107.02' 32.62m L9 N 32°31'20" E 25.00' 7.62m L10 N 57°28'40" W 169.32' 51.61m L11 N 34°51'57" E 713.06' 217.34m L12 S 34°51'57" W 746.31' 227.48m L13 N 62°15'33" W 516.00' 15728m L14 N 60°28'33" W 928.85' 283.11m L15 N 54°33'00" W 145.30' 44.29m L16 N 52'19'41" W 2351.25' 716.66m L17 N 30°47'48" E 612.84' 186.79m L18 N 59°02'16' W 387.70' 118.17m L19 N25°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 23'51'38" E 232.72' 70.93m TANGENT TABLE LINE DIRECTION DISTANCE L26 N 60'12'02" W 409.47' 124.81m L27 N 26°09'36" E 58.77' 17.91 m L28 N 70°56'33" W 739.94' 225.54m L29 N 28°26'01" E 564.30' 172.00m L30 N 61'11'45" W 746.94' 227.67m L31 N 57°35'31" E 145.24' 4427m L32 N 56°57'34" E 599.43' 182.71 m L33 N 20°31'12" E 575.12' 175.30m L34 S 58°33'06" E 1339.57' 408.30m L35 S 58°25'33" E 100.00' 30.48m L36 S 38'16'03" W 581.79' 177.33m L37 S 46°40'40" E 1578.90' 481.25m L38 N 25°41'52" E 121.20' 36.94m L39 S 64°20'12" E 2358.36' 718.83m L40 S 08°54'52" W 411,34' 125.38m L41 S 56°27'27" E 845.50' 257.71 m L42 S 27°26'44" E 2090.61' 637.22m L43 N 52'20'11" W 171.23' 52.19m L44 S 27°13'00" E 192.31' 58.62m L45 N 61'11'45" W 67.45' 20.56m L46 N 56°02'31" E 884.39' 269.51m L47 S 56"02'31" W 885.57' 269.93m L48 S 56°02'31'' W 956.29' 291.48m L49 N 00°21'32" W 72.00' 1 21.95m 3 PER COUNTY COMMENTS MHK JCL 3-21-06 NO. REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com 1 1 I 1 I ` ` A w A ♦ 2090 s. Y N 1 C6 r_I AREA EXCLUDED L39 A FROM PLAT FOR p E "271 CONVEYANCE TO 2" 171.23' W.R.A.A. IN AREA EXCEPTED & RESERVEDD.B. �IN*, 671 PG. 857 D.B. 659 PG. 175 �� (6,968 SQ. FT.) K.A. POWLEN EQUIPMENT CO. TRACT w SCRIBED BY SURVEY OF R.U. GOODE L40192.3j 1 DATED NOV. 27, 1968) - -4 - - N 00 DETAIL "A" SCALE: 1" = 200' NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 2. IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTEN AGREEMENT WITH 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, INFORMATION 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 ONLY. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USE AMONG THE LAND RECORDS. 5. THIS AREA OF LAND APPROXIMATELY 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 DATED 14 NOVEMBER 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" ATTACHED TO THE COVENANT AND AGREEMENT RECORDED IN D.B. 516 PG_ 562 DATED 31 AUG. 1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NO LONGER STANDING IN THE NAME OF THE GRANTORS. M1 I m I o \ \ � i M1 m \ \ \ ' RA/M 1\ 1 N/F / CGOLLADAY D.B. 170 PG. 398 2 N 61 `11'45" W 74&94' ' V ' N/F BEAVER D.B. 423 0 PG. 252 Q� N/F BEAVER 23 G\ / 52 28 N/F BEAVER \ / D.B. 322 PG. 526 %AA \1 s \� REB. END. 1 HA/Y. MON. FIND. \ RT.776 DETAIL "B" (NOT TO SCALE) 6. "O. LEE GRABBER, 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-WAY FOR INGRESS AND EGRESS FROM GRABBER'S LAND TO AND FROM THE SAID WELL FOR"... WATER 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. CLARK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLES ALT AND DAISY M. ALT BY DEED DATED 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-WAY IS SHOWN ON PLAT OF SURVEY RECORDED WITH PARCELS "12A & 126" RECORDED WITH DEED DATED 27 AUG. 1971 DEED BOOK 380AT PAGE. 588 DELTA AIRPORT CONSULTANTS, INC. LEGEND AIRPORT PROPERTY LINE -'-'-'-'- AIRPORT EASEMNT B2 I M 1 N/F GLAIZE D.B. 607 PG. 669 1 N/F GLAIZE I N/F GLAIZE D.B. D.B. 607 PG. 669 .B. 607 PG. 661 ►-�--' / I STA. = 88+98.85 NIF GLAZE T' '� / 580.31' LT. RUNWAY \, I 1 D.B. 679 PG. 69 i I / 14132 CL \ i - - - ' L2 I �t REBAR DW.R.A.A.I Ll -1� i THIS PARCEL HAS BEEN RECENTLY D.B. 781 ///( F"D' PG. 1427 I PURCHASED BY W.R.A.A. BUT HAS I -_� NOT BEEN SURVEYED IN THE FIELD -_i-______ i Lb/ BY THIS SURVEYOR. -------------- k I 30.4 ACRES I c / 1 54' INGRESS/EGRESS \\ EASEMENT STONE �``` I L 7- 112" \�^ 1 I K L1 I / REBAR � V� I L4 FND. RA L/ ice• �o \ ■-■-■-.-.-■-•-■-� � 1 \ 03 \ 7o\\ p \ tom RA I P \ m \ m \ '0y \ \\ I I m4_ G lb I \ mom RA \ 02 \ ? \ \ \\ I `' RA RA RA \ RA li 1 OLD CORNER POST FIND. SEE NOTE 7 ��-- g16.25 6 W 7 4 \ L24 N 59 \ \ \ 2 • � 635.61' 1 p \ 2 T 2 \ 746"W Z \w .^ \�\ �\ GO N59 L23 N/F ASHBY m I w \ \ D.B. 556 PG. 839 A IN L22 N 58°48'42" W 1 ♦� 30.00'C RT•776 CRIPTIVE ESNMt 30' PR SEE NOtE 41 DETAIL "C" (NOT TO SCALE) NOTE: PERIMETER SURVEY, DETAILS, TABLES AND NOTES 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 7 00% REV/EW COPY PRELIM/NARY - DO NOT USE FOR CONSTRUCTION 30' PRESCRIPTIVE ESM'T. 800 0 400 800 1 "=400' SCALE FEET ZONING LEGEND RA -RURAL AREA RP _ RESIDENTIAL PERFORMANCE DISTRICT R4 RESIDENTIAL PLANNED COMMUNITY DISTRICT R5 - RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT MH1 - MOBILE HOME COMMUNITY DISTRICT B1 - BUSINESS NEIGHBORHOOD DISTRICT B2 - BUSINESS GENERAL DISTRICT B3 - INDUSTRIAL TRANSITION DISTRICT M1 - LIGHT INDUSTRIAL DISTRICT M2 - INDUSTRIAL GENERAL DISTRICT EM - EXTRACTIVE MANUFACTURING DISTRICT HE - HIGHER EDUCATION DISTRICT MS - MEDICAL SUPPORT DISTRICT AP1 - AIRPORT DISTRICT FP - FLOODPLAIN DISTRICTS HA - HISTORIC OVERLAY ZONE IA - INTERSTATE OVERLAY DISTRICT CONSTRUCT AIRCRAFT WASH RACK I DOAV PROJECT NO. CS-0059-PENDING DRAWN BY: BOUNDARY &ZONING PLAN DESIGNED BY: MJH JCL/J KB WINCHESTER REGIONAL AIRPORT I SCALE: I DATE: 1 =400 JUNE 2006 JOB NO. VA 06077 SHEET 2 OF 9 J D 0 Q J 3 0 m.. r-W o(D oQ b- Z.. NO. ❑x 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 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 CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 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. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 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. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS TO THE HAUL ROAD AND CONTRACTOR STAGING AREA AS ORDERED BY THE ENGINEER. ALL WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 7. 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. SECURITY NOTES: 1. THE CONTRACTOR WILL BE REQUIRED UPON REQUEST TO PROVIDE A FULL 10 YEAR BACKGROUND CHECK ON EMPLOYEES. THE AIRPORT RESERVES THE RIGHT TO HAVE ANY EMPLOYEE REMOVED FROM THE PROJECT SHOULD THE AIRPORT DETERMINE, AT THE AIRPORT'S SOLE DISCRETION, THAT HE/SHE IS A RISK TO SECURITY. 2. NAMES AND ADDRESSES OF ALL EMPLOYEES WORKING ON THE PROJECT (CONTRACTOR AND SUBCONTRACTOR) SHALL BE MAINTAINED BY THE CONTRACTOR AND UPON REQUEST, PROVIDED TO THE AIRPORT. THIS LIST SHALL BE KEPT CURRENT BY THE CONTRACTOR. 3. A LIST OF ALL VEHICLES ON THE PROJECT SITE (INCLUDING EMPLOYEE VEHICLES IN THE EMPLOYEE PARKING AREA) SHALL BE MAINTAINED BY THE CONTRACTOR, AND UPON REQUEST, PROVIDED TO THE AIRPORT. THIS LIST SHALL INCLUDE THE MAKE, MODEL, COLOR AND LICENSE PLATE NUMBER. THE LIST SHALL BE KEPT CURRENT BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL ANTICIPATE THAT EACH EMPLOYEE WILL BE REQUIRED TO DISPLAY A "CONTRACTORS" BADGE AT ALL TIMES WHILE ON THE PROJECT SITE. THE BADGE WILL BE SUPPLIED BY THE AIRPORT AND MAY INCLUDE THE PERSON'S NAME. THE INTENT OF THE BADGE IS TO ALLOW QUICK IDENTIFICATION THAT AN EMPLOYEE IS AUTHORIZED TO BE ON THE AIRPORT AS PART OF THE PROJECT. ALL BADGES ARE TO BE RETURNED TO THE AIRPORT UPON COMPLETION OF THE PROJECT, OR WHEN AN EMPLOYEE WILL NO LONGER BE ASSIGNED TO THE PROJECT. LEGEND APPROXIMATE AIRPORT PROPERTY LINE RUNWAY SAFETY AREA TAXIWAY SAFETY AREA f►f►f► HAUL ROUTE CE 3.02 CONSTRUCTION ENTRANCE LOCALIZER CRITICAL AREA / GLIDE SLOPE CRITICAL AREA EXISTING BUILDINGS WETLANDS (APPROXIMATE LOCATION) w z _ Q • • F C) • • . • EXISTING SANITARY • • LINE - WINCHESTER REGIONAL AIRPORT: • / " k . SEWER / > I 0 • ZONED: RA • MATERIAL DISTRICT: SHAWNEE / • ,� k y TOTAL ACRES: 374.5 ACRES FEE / go so ILL. q ".—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.- .—.—.—.— —. 28.9 ACRES EASEMENT. L 000000 � • go V_ ` � RPZ 1700' x 500' x 1010'�< � 9 NOT LOWER THAN 1 MILE — — — — — — — — — — ——k""'♦.. - RPZ 2500' x 1000' x 1750' APPROACH VISIBILITY W EXISTING 12" LOWER THAN 3/4 MILE WINDSOCK WATER LINE APPROACH VISIBILITY EXISTING SHENANDOAH — , /✓/ GLIDE SLOPE CRITICAL AREA / / / / / �/ ♦ ♦ (SPRING 1997) GAS COMPANY 6" LINE ♦ RUNWAY SAFETY AREA , -_ w - - ,111.. r��� �, � �„„�r, ��� w m . ,.r.ww,.. _..,.-.. � ,.�.. ,�� �, ...... , .. ......, ... � . .._... ..... ___,..._�._....-_...... .. - - _� __ _..__.............. .._......... .._.__ - e III RUNWAY SAFETY AREA I x� PAPI //////////////////////////// ♦ `♦ 400' x 1000 .. . t ; BM 1 BM 2 ., _ 80 y 5500 x 1 0 �-d b � ...---� - - - - STA. 10+00 '—_ LOCAL IZER 400' RSA TAXIWAY SAFETY _ ANTENNA _ = AREA 79' (TYP) - 300' x PAPI STA. 65+00 ni 1 ; . 0000000, ... .. m U 0 • • EXISTING ... r ,.v v.. uu.. w v uu �, �u v e � u„ w v r ��,r h� ,.. ,, .> .,, � �, �uvv v v, ,.. ---.. ...... _, ,,. ...,, .. ., .. .... -__ - - .. .. ___ -__ -- - - _-..- ---_ -. -... -. --. 00 f to _ T.00000 -0• -0SHENANDOAH .- ' .. 000000000 • • 01 ow , , _ 35' ..... �. .. € T-HANGARS I _ � ''..�.'��.�,.r",�.[... TAXIWAY "A' T HANGARS 6AL EOMPANY � ,..0•''`..•° • 1 ^ • Olt. 0. � �"�. � APRON CONTR CTOR • • • ! •�' ` STAGIN AREA CORPORATE _• 10 `� I • • i _ - _ �iE=l HANGARS00 • • 1 / .� • • 1 so 1 ICKRpp,D TERMINAL „.,. CE 3.02 HANGAR • • • • pLD BVFFL �� '' - — FUEL FARM .....�._..- / • . � -# F • • HANGAR 0-00 AIRPORT ROAD — — -- — — — — — — �� . �iff lift . STATE ROUTE 645 ROTATING BEACON CONSTRUCT BORROW SITE AIRPORT AIRCRAFT WASH RACK SECURITY GATE CE 3.02, REVISIONS BY I APP.I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 * fax: (804) 275-8371 www.deItaairport.com 8. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIFICATION DISPLAY AREA (SIDA) SECURITY BADGE OR BE UNDER THE DIRECT SUPERVISION OF A PERSON WITH A SIDA BADGE. BACKGROUND EMPLOYMENT HISTORY INFORMATION IS REQUIRED FOR EACH WORKER. THE CONTRACTOR SHALL SUBMIT A SECURITY PLAN OUTLINING THE INSTALLATION AND PHASING OF SECURITY FENCE, METHODS OF MONITORING GATE OPENINGS, ETC. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS AND SECURITY NOTES FOR ADDITIONAL SECURITY REQUIREMENTS. 9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION, THAT IS OF A CAPACITY EQUAL TO OR IN EXCESS OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. 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 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. 11. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. BIDDERS MUST SUBMIT ANY PROPOSED SUBSTITUTIONS TO THE ENGINEER 10 DAYS PRIOR TO BID OPENING. APPROVED PRODUCTS WILL BE INCORPORATED INTO THE DOCUMENTS BY ADDENDUM. 12. 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 INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA. 13. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 14. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER. 15. THE OWNER'S DESIGNATED REPRESENTATIVE AND THE CONTRACTOR SHALL PHOTOGRAPHICALLY DOCUMENT THE EXISTING CONDITION OF ALL HAUL ROUTES ON AIRPORT PROPERTY. DAMAGE THAT OCCURS AS THE RESULT OF THE CONTRACTOR'S OPERATIONS WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THIS WORK WILL BE INCIDENTAL TO THE CONTRACT. NO ADDITIONAL PAYMENT WILL BE MADE. 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 ALL AIRPORT FACILITIES SHALL BE MAINTAINED AT ALL TIMES. 3. CONNECTION TO EXISTING UTILITIES SHALL BE COORDINATED WITH OWNER, ENGINEER, AND COUNTY PRIOR TO PERFORMING WORK. THE CONTRACTOR SHALL COORDINATE THIS FORTY-EIGHT (48) HOUR PERIOD WITH THE ENGINEER AND AIRPORT AT LEAST 14 CALENDAR DAYS IN ADVANCE AND CONFIRM 24 HOURS PRIOR TO START OF WORK. DELTA AIRPORT CONSULTANTS, INC. Al PORT SECURITY GATE -CONTRACTOR EMPLOYEE PARKING 300 0 300 600 1 "=300' SCALE FEET so CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET 7 00% REVIEW COPY MJ H PRELIMINARY -DO NOT USE GENERAL LAYOUT &NOTES DESIGNED BY: 3 FOR CONSTRUCT/ON JCL/J KB OF WINCHESTER REGIONAL AIRPORT SCALE: DATE: 1" = 300' 1 JUNE 2006 J 0 c J 0 0 b z ALL LINEAR DIMENSIONS SHALL BE BASED ON THIS CORNER OF THE EXISTING HANGAR I r O I I EXISTING FBO HANGAR I r O 0 I Y I J W I 0 0 Cn 0 (D Iz U) X ll.l I r O O I I I r O 0 Tool lO , 1 I :I p O J r O � I I EXISTING ROAD p 0 J r �o I II � o� 0 0 EXISTING APRON b P r !I O TIE TO EXISTING PAVEMENT (SEE DETAIL) I O 7// 0 - °14 a d. ° ° G a e SEE NOTE 1 A 4 e a ° ° °. ° e. p 49.74 50 60'° ° Q ., J ° d ,d. ... °� . ° d e n 9 ° d' ..° • ° -- d a '. 'e °' a d' °d .'a a d a. 44 LL 5" DOWN SPOUT 707.80 , DISCHARGE---.,... a :.� .° ° 707.80 p n .. a . ° d. ° e ...° d ° ° ° I ° .a .d .° d° da °. ' .'ems' .. a. .. a ° .. / CG-2 CURB ° ° d ° ; \ e a '° e a ° . ° d ' A.dd , �. LL 5'i DOWN SPOUT SEE DETAIL ° .° e o _ I DISCHARGE d d . ' •. °' G. ° e ° a d .. ° .e 0CG-2 CURB d ° d SEE DETAIL . °• " ° d INSTALL 8" °� d4° d TRENCH. DFZ'A'IN d ° °: e d ° ° 'd . d ° .d° e 'q d d °O . dd° .° °. a d ° e ' d ° d e LLp 5" DOWN SPOUT ° o d d' d . ° COO DISCHARGE ° a.: ° b d ° d °' d ° 707.80 07.80 d.• SL°OPE° g c0 I PROPOSED OIL TRAP °.' ° ° , a: 6—� a ^ ° a CD U) (SEE DETAIL) ° °.' e a d° G° ° I C.O. SAN d d° d .' '° . ° a'. ° .d .. ° ° e °- n °..' d. ° . d . ° SAN SAN .. A d 0 LL r PROVIDE AND INSTALL 4" HAND GATE ° ° ' a d . ° ° ' ° ° d ° A.° ° ° o VALVE. USE VALVE BOX PER FREDERICK d COUNTY SERVICE AUTHORITY STANDARD z SPECIFICATION. SEE DETAIL. LL �! REMOVE AND REPLACE SIDEWALK Cn ° 4 a, ° d °. . '° a ° ° . °d'd n d• ° , . ° ' . JOINT TO JOINT 5" DOWN SPOUT ° r DISCHARGE ° ° a° ° PROPOSED SANITARY ° a ° ° �d d V LL C.O. SEWER MANHOLE ° n .. : ° e d °. ° d de d as O E DETAIL - /UGE ° d ° ° .° d e UGE UGE a: ° .. a d ° d d : ° ° d INSTALL 4-1 1/4" GRS CONDUIT. S INCIDENTAL TO WASH RACK CLOD— — —LOD ELECTRICAL SERVICE. EXISTING SEWAGE LIFT W/ GRINDER PUMP PRESERVE AND PROTECT EXISTING FENCE n 11 Q D NO. REVISIONS BY I APP.I DATE ° 707.80 wO 707.80 5" DOWN SPOUT IT ° DISCHARGE N W W W W W W CG-2 CURB 4'x4' CONCRETE PAD SEE DETAIL I BACK FLOW PREVENTER. SIZE BOX TO INCORPORATE WATER VALVE. 0 GRADE AREA TO PROVIDE POSITIVE J SEE DETAIL DRAIANGE AWAY FROM WASHRACK 3/4" COPPER LINE p PROVIDE OPENING IN SILT FENCE TIE TO EXISTING FOR CONSTRUCTION ENTRANCE 2" WATER LINE STUB ;I WITH REDUCER. — SF D— SF —LOD— —SF LOD SF — SLOD— SF —LOD— —SF LOD SF — —SLOD— SF —L— —SF �r LO C 0 J EXISTING SIDEWALK PRESERVE AND PROTECT- t EXISTING SIDEWALK PARKINS I nT 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 www.deIfaairporf.com DELTA AIRPORT CONSULTANTS, INS. 5" DOWN SPOUT DISCHARGE EXISTING ROAD a LEGEND — — EXISTING PROPERTY LINE EXISTING FENCE EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CORPORATE HANGAR UGE PROPOSED UNDERGROUND ELECTRIC EXISTING WATERLINE W PROPOSED WATERLINE EXISTING SANITARY SEWER SAN PROPOSED SANITARY SEWER EXISTING DRAINAGE PIPE / — —LOD LIMITS OF DISTURBANCE —SF SF PROPOSED SILT FENCE _ PROPOSED ROCK CHECK DAM EXISTING DROP INLET -`� EXISTING MANHOLE EXISTING END SECTION Q PROPOSED HOSE, BIB AND SPIGOT PROPOSED BACK FLOW PREVENTER PROPOSED SEWER MANHOLE C.O.° PROPOSED SEWER CLEAN OUT ►� PROPOSED 4" HAND GATE VALVE EXISTING SPOT ELEVATION X 183.29 PROPOSED SPOT ELEVATION —�— LIGHTED AVIATION BARRICADES ° PROPOSED VDOT A3 CONCRETE 7 00% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION NOTE: 1. SPOT ELEVATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SPOT ELEVATION AT THIS LOCATION. WASH RACK EDGES SHALL MATCH ACTUAL ELEVATION AT THIS POINT. 2. CONTRACTOR SHALL KEEP RAMP FREE OF DEBRIS AT ALL TIMES 3. SEE SHEET 6 FOR JOINT LAYOUT AND DETAILS. 4. PRESERVE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. CONSTRUCT AIRCRAFT WASH RACK GRADING &DRAINAGE WINCHESTER REGIONAL AIRPORT 10 0 10 20 SCALE: 1 "=10' FEET DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: OF 4 JCL/JKB SCALE: DATE: 9 1 = 10' 1 JUNE 2006 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: E Q rl M ko N O .ti O O N Go 10 0 CD 0 0 0 0 a 0 N x J 0 J w ms _0> U Y rn O r-W o(D QDQ o� b Z.. �LL X NO. 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO CONSTRUCT AN AIRCRAFT WASH RACK, APPROXIMATELY 60' x 60'. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SILT FENCE, ROCK CHECK DAMS, OR OTHER SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE SITE IS AN AREA OF GENTLY TO MODERATELY SLOPING TERRAIN, APPROXIMATELY 14,000 SQ FT IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AN AVERAGE STAND OF GRASS. 3. ADJACENT PROPERTY THE PROJECT IS CONTAINED WITHIN THE AIRPORT BOUNDARY. THE AIRPORT IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND AIRPORT DEVELOPMENT TO THE NORTH, EAST, AND WEST. 4. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: - 3B - BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES - 913 - CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES - 1 C - BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES - 9C - CLEARBROOK CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES 5. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. SILT FENCE AND TEMPORARY ROCK CHECK DAMS WILL BE USED TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED BORROW SLOPES ASSOCIATED WITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON -SITE. 6. EROSION AND SEDIMENT CONTROL MEASURES a. 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), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM FOR "EROSION AND SEDIMENT CONTROL." PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING 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. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. c. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. e. SEDIMENT BARRIERS, 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 IMMEDIATELY AFTER INSTALLATION. f. 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. g. 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 TO PAVED SURFACES. WHERE SEDIMENT IS TRANSPORTED ONTO 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 STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. h. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. i. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. j. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. k. 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. REVISIONS BY I APP.I DATE I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK. m. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. n. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS 7. STRUCTURAL PRACTICES a. STONE CONSTRUCTION ENTRANCE - CE 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. b. SILT FENCE - SF 3.105 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. c. ROCK CHECKDAMS THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. 8. VEGETATIVE PRACTICES a. TOPSOIL STOCKPILE TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. b. TEMPORARY SEEDING THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 9. MANAGEMENT STRATEGIES a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. c. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. d. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. e. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 10. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901, T-908. 11. STORM WATER MANAGEMENT CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE INCREASES IN RUNOFF PEAKS AS A RESULT OF ULTIMATE DEVELOPMENT. CONSEQUENTLY, STORMWATER DETENTION FACILITIES INSTALLED DURING PREVIOUS PROJECTS HAVE BEEN DESIGNED TO RELEASE EQUAL TO OR LESS THAN THE 10 YEAR PRE -DEVELOPED DISCHARGE AND STORE EQUAL TO IOR MORE THAN THE 10 YEAR POST -DEVELOPED PEAK STORM EVENT. STORM WATER CALCULATIONS AND OTHER DOCUMENTATION ARE ON FILE AT FREDERICK COUNTY DEPARTMENT OF PLANNING. 12. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. a. THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. b. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. c. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www. deItaa i rport.com ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 1 6- 2-10 ACRES OF DRAINAGE AREA: VDOT #1 COARSE AGGREGATE FLOW g�c?:j 1 3' CLASS I RIPRAP CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE THE POSTS. LINE OF POSTS. � I �_/ IIVi IIIII � II 11115I FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1-04 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC PLATE. 3.05-1 SOURCE: SOIL CONSERVATION SERVICE (USDA) - SOIL SURVEY WINCHESTER COUNTY, MD SOIL SURVEY MAP NTS STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT 5:1 FILTER CLOTH—"76" MIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK 10'IN. (OPTIONAL) s 10, MIN. ' 12' MIN. EXISTING PAVEMENT VDOT #1 I ~� POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. 0 3" MIN. 3.. MIN. FILTER CLOTH SECTION A —A 6'-7" REINFORCED CONCRETE DRAIN SPACE SECTION B — B CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DELTA IRPORT DRAWN BY: SHEET 100%REVIEW COPY EROSION AND SEDIMENT MOH 5 PRELIMINARY - DO NOT USE FOR CONSTRUCTION CONTROL NOTES AND DETAILS DESIGNED BY. JCL/JKB OF CONSUL TAN Ts. INC. SCALE: DATE: 1 9 WINCHESTER REGIONAL AIRPORT AS SHOWN I JUNE 2006 SAW AND PLACE SEAL SEALANT TO BE DOW 890SL OR APPROVED EQUIVALENT 3/4" d (*) 2" BACKER ROD SAW AND PLACE SEAL * "d" IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS PRE FORMED EXPANSION MATERIAL IN CONFORMANCE WITH ASTM D 1751 r''� rr / r' •�, EXISTING ASPHALT PAVEMENT NEAT CLEAN FACE TO INSURE PROPER FIT FOR EXPANSION MATERIAL CONCRETE/ASPHALT EXPANSION JOINT DETAIL E1 NOTE: NTS 1. INSTALLATION OF THE EXPANSION JOINT SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE APRON PAVEMENT AND HANGAR FLOOR. EXISTING ASPHALT APRON E1 F•] CONSTRUCTION JOINT $ NTS WASH RACK I APRON PLACE SEAL SMOOTH DOWEL 1" 0SELF EXPANDING CORK 15" LONG @ 12" OC PRE FORMED EXPANSION MATERIAL • "a .. a .° d •' a' d a' •, .•VDOT. A3 1 \kDO'F A3 ° d• .Q d • c tr. d a 3. a .4 a 71 a..d d c d C a dd d. ' • q .q < • e 4. A d,.• d. PAINT AND GREASE EXPANSION CAP, THIS END (2/3 OF DOWEL) SLIP FIT DOWELED EXPANSION JOINT DETAIL NTS FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPE A) SECURELY FASTENED, AND TURNED HORIZONTALLY AT A 45° ANGLE TO THE LONGITUDINAL AXIS OF THE BARRICADE. v S 25'± 45° I RAMP EQUAL I SPACES E2 4" REFLECTIVE S ORANGE/WHITE TAPE S 12" OR 15" DIAMETER WHITE SCHEDULE 40 PVC PIPE SAWED IN HALF. a WASH `o RACK "m S S 60'-6" in PIPE AVIATION PIPE AVIATION 3 NTS 0 L+ (LOW PROFILE) M �7 � � � 15 NOTES: a TYP 1. BARRICADES SHALL BE SPACED A MAXIMUM OF 5' APART. 2 2. BARRICADES SHALL BE A MINIMUM OF 10' IN LENGTH. 0 �15'� TYP 3. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND a — 61' - BAGS OR OTHER APPROVED METHODS TO WITHSTAND HIGH Ci WINDS AND/OR JET BLAST. U °' JOINT LAYOUT 4. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS a NTS NECESSARY. 0- 2 L) 5. LIGHT SHALL BE OPERATING EVERY NIGHT. J �C0 X NO. REVISIONS BY I APP.I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaaIrport.com 4' 2" R a 6" SEE NOTE 4 •'d • .'d ' .a 6" 4 1-2" RADIUS 7 1 /2 a •a 6" 1 SURFACE 18., d d d . d MAX. a •'a d BASE BREAK CURB PROVIDE 3/4" INDUSTRIAL AT HOSE BIB. (4') GRADE, SELF DRAINING FAUCET I 36" 90° ELBOW FLOW/PRESSURE SENSOR HOSE, BIB, AND SPIGOT DETAIL NTS NOTE: 1. COORDINATE LOCATION OF WATER BIB WITH ENGINEER PRIOR TO INSTALLATION. 2. PROVIDE ONE (1) - 75' HEAVY DUTY INDUSTRIAL GRADE HOSE. SURFACE BASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3, CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH R HIGHWAYS AND 0 LESS ON RURAL 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. I�-12"--i ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 DELTA AIRPORT CONSULTANTS, INC. REDUCED PRESSURE BACKFLOW PREVENTER WITH FLOWMETER PER ASSE-1013. CLASS I INSULATED ENCLOSURE WITH REMOVABLE LID. ASSE -1060 CERTIFIED 6" MMIN T.. 6" AGGREGATE / BASE (VDOT 21A) -/ SHUT OFF VALVES 3/4" COPPER WATER LINE TO HOSE, BIB, AND SPIGOT BACKFLOW PREVENTER NTS NOTES: 1. INSTALL ELECTRICAL SERVICE INSIDE ENCLOSURE WITH A STANDARD PLUG BOX FOR HEATER. CONNECT TO THE WASH RACK PANEL BOX. INCIDENTAL TO "WATER SERVICE AND APPURTENANCES" 2. REDUCED PRESSURE BACK FLOW PREVENTER AND INSULATED ENCLOSURE ACO FG200 W/ GALVANIZED FRAME AND SLOTTED IRON GATE, r #4 STD STIRRUP VDOT A3 OR APPROVED EQUAL @ 12" O.C. CONCRETE 8" - #4 CONTINUOS SLOPE TO DRAIN SLOPE TO DRAIN 12" O.C. (TYP) �- d a a --y d 8ii d a. ° • e 36" d d a a aO °. a;. (TYP) •. . ,. d d,°. 4 d d a ° L° ' e e a, - DEPTH ...f.. d a a°. .a •. ••r d O d d VAR I E��+7 `'' .A o.' i . . d b O d ° •y 4 A', .. Q. c e d, • d d '�. 6" AGGREGATE BASE (VDOT 21A) TRENCH DRAIN DETAIL 100% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION NOTES: N 15 1. TRENCH DRAIN SHALL BE INSTALLED WITH A POSITIVE INVERT SLOPE THROUGHOUT ITS LENGTH. 2. THE TOP OF THE TRENCH DRAIN SHALL FOLLOW THE PROPOSED TOP OF PAVEMENT WITH A 1% TRANSVERSE SURFACE SLOPE INTO THE TRENCH DRAIN. 3. CONTRACTION JOINTS SHALL BE SAWED TO THE TRENCH DRAIN CONCRETE, PERPENDICULAR TO THE TRENCH DRAIN AND SHALL BE SPACED NO MORE THAN 15' C TO C. THE SAWED JOINTS SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 4. TRENCH DRAIN SHALL BE CONSTRUCTED OF A PRESLOPED FIBERGLASS, POLYETHYLENE, OR A RIGID PRECAST, PRESLOPED POLYMER CONCRETE MATERIAL COMPRESSIVE STRENGTH OF 14,000 PSI AND FLEXURAL STRENGTH OF 3,000 PSI. THE TRENCH DRAIN SHALL BE DESIGNED TO SUPPORT AN AIRCRAFT LOADING OF HS-20, SINGLE WHEEL. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING CALCULATIONS) SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. THE TRENCH DRAIN FRAME SHALL BE CAST OR DUCTILE IRON AND THE TRENCH DRAIN SLOTTED GRATE OF DUCTILE IRON. THE TRENCH DRAIN, FRAME AND GRATE SHALL BE CERTIFIED BY THE MANUFACTURER TO BE CAPABLE OF WITHSTANDING THE HS-20 LOADING. 5. THE CONTRACTOR SHALL SUFFICIENTLY SUPPORT THE TRENCH DRAIN BOTH HORIZONTALLY AND VERTICALLY TO PREVENT WARPING AND CRUSHING OF THE TRENCH DRAIN PRIOR TO AND DURING PLACEMENT OF CONCRETE. ALL FORMS AND FORM WORK FOR THE TRENCH DRAIN SHALL BE APPROVED BY THE ENGINEER PRIGR TO PLACEMENT OF CONCRETE. 6. TRENCH DRAIN SLOPES AND INVERTS ON THE PLANS ARE FOR THE TRENCH DRAIN SYSTEM SHOWN IN THE DETAIL. THE CONTRACTOR SHALL SUPPLY THE ENGINEER, HIS SUBCONTRACTORS, AND SUPPLIERS WITH SLOPE AND INVERT DATA FROM THE APPROVED MANUFACTURER IF ALTERNATE SYSTEM IS USED. CONSTRUCT AIRCRAFT WASH RACK MISCELLANEOUS DETAILS WINCHESTER REGIONAL AIRPORT DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DRAWN BY: SHEET MJH DESIGNED BY: OF 6 JCL/JKB SCALE: DATE: 9 AS SHOWN I DUNE 2006 E a ID i6 N 0 N 00 O N ry J J m 0 U Q uj J E m � 3 a O C N O i CD O ko O 0 �0 Z or'4 � 3: X 0 top of manhole at grade in pavement areas unless otherwise directed 1 -6' (top shall be set 24" rnin. above grade in easement areas) square skid pad 6" thick— wrap 'around heat shrinkable sheet [WrapidSeal by CANUSA] 4 baits 13,14" dia.) 35' max. -- adlt stment rings (11" max.) concrete ASTMIC%-150 i 4000 psi _-' 12" or 16" (lyp.) joints are to be sealed - _ with "0" ring gasket f pioneer 301 mastic applied bet ween joints and on ° exterior side of joints variable 4 * — pipe to manhole ' I.D. r connection to be I by flexible sleeve iv'ert channel to provide a " min, smooth transition in to out, � r 4'-0" 4"mCl'" max, for all connections 2'-0" m top of bench wall - grout bottom of manhole same elev. as to fora; channel '2 top of pipe .. li V 6" bedding stone - NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation, 2 If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4, Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole 1,6 fit. or less) installations. STANDARD MANHOLE FIGURE 12 ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" VARIES MAXIMUM LIFTS WITH MECHANICAL COMPACTOR FINISHED GRADE-\ #6 BARE COPPER COUNTERPOISE CONTINUOUS ALONG ENTIRE LENGTH OF TRENCH # 6 BARE COPPER, EXOTHERMIC WELD TO GROUND ROD AND LIGHTNING PROTECTION COUNTERPOISE MIN /\\/�\ m '\`i,`/\f' \//% �j�\%`\,`t /\j/\` SAND BACKFILL , NOT COMPACTED ' \ ` ` \\ /` i\�/% 3/4" X 10' COPPER -CLAD GROUND ROD 77, SPACED AT 400' MAXIMUM ALONG o;/� \\�\///\\// %\/� f\\ \, :\;/\\/\ ENTIRE LENGTH OF TRENCH. /\ SCHEDULE 40 PVC CONDUIT MAINTAIN 45 DEGREE CONE CN OF PROTECTION m iT a U ELECTRICAL CONDUIT TRENCHING DETAIL NTS a) NOTES: bi of 1. DO NOT ROUTE DIFFERENT VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. �I 2. GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT DUCT ENDS REVISIONS BY APP. DATE L9," star -_ 4 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 www. d e I t a a i rport. com general backfill (see note;) concrel select backfill e notei "pu sJ•D, STANDARD general backfill general backtill (see note) 8 F/ 241" select tackfill r° (see note) -6" stone CONCRETE ARCH general backfill - (see note) concrete CONCRETE ENCASEMENT NOTE i To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING FIGURE 1 ` ECTION vain icvv OIL TRAP STRUCTURE DETAIL NITS 8`1 24 select backfill )see note) SDR 35 spigrot SDR 35 spigot by by gasketed SDR 21 gasketed a. bell 4.51 bend bell adapt er(see note) 2 r _ r rya I SOR 35 8"x4" gasketed bell 'wye tsee note) locati+an marker stone --, Z i !!! 3' minimum SDR 21 gasketed pipe and fittings SCH 40 solvent weld cap property line i 5' 4" pipe at 2 0091. minimum grade concrete cradle if top of main is greater than 15' deep 36" min. cover treated 2"°x 4" with .. top 6" painted green Note: If top of main i greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL FIGURE 15 ''A" A,. 6 * grade �u----r�o }-6„ minirnurn* ��� minimum --=�••--il r4 form board (typ } D ~ - machine excavat;on limit c„ gate valve gate valve trench bottom"-f: & boxes &box undisturbed earth— stone bedding, TEE WYE, OR IPLUG TYPICAL SECTION In lieu of wood forming the filling may be wrapped with "denotes hand excavation polyethylene, and the concrete poured to corripleteiy surround "'D - 12" rnin. for 10' and smaller pipit the fitt;ng and acl�ainst undisturbed) soil. The bearing dimensions "D � 18" min. for 12' thru 20 pope against urdistur ed soil shall remain as shown, see chart below) for A, B, C dimensions CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCK'S 16" minimum Pipe Die., Plugs, Wyes &11 Tees 1 /4' and 22 112`" Brands 45° and 9W Bends ._ A 8 C A B T C A 1 B C 6" 1 U 0 9.-_ Qw.m. 8"[ 1 3," 0,-91 1 9q 0 9"" 1 6` 0' 8 2A 3..._ 1 10 -6 0-9 1-6 1-Q 0-9 ..0_ 1 3 1 9 Q 9 2 6 12" 1"-9" V-U" 2-6" 1'-3" V-01" 1 -6" 2 0' 1'-01 14 2" U" v Q 3 -0"" 1' 3" ` 1" Q' 1 61' 2 6' 1'-0 1' 0'" 3 1'-0 3 6" 1 6" 1" 0'"2 C}" 2 9' 18" 2'-6" 1'-3 3 '9" 1 -6" 1 -a° p 2 0-- ® 2-9„ 1'-6 11 1 4_THRUm90" BENDS -, galy n rods over finings and embedded in concrete thrust blocks, — - _ FITTING SIZE ERGO SIZE NO, RODS EfLB�E M4ENT 12' & LESS 6 2 39, r ti 14" - 20" 8 2 36" Concrete --- ,• , `'y `` Fitting Vopume of thrust block in cuy_ VERTICAL BENDS _ lzc _11 114_ 22-1-1/2` 1 stone bedding 6" - _ 1.3 2.3 10" - 1.6 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1,2 2.8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3,9 7.6 AS FOR HORIZONTAL BENDS 16, 0.9 2,3 51 - 181" 1 A 3"2 6.3 - 2011 2.2 4.5 TO CONCRETE THRUST BLOCKING cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK ii Panella Mode) PA6SV-CSK (ii finished qrade square concrete skid pad 20'"x 20"x 12" deep I I 4" stcne cteanout pipe ................ SDR 21' SDR 35 spigot by SDR 21 gaskeled SDR 35 bail adapter gasketed bell wye sanitary )see note) SDR 35 spigot by sewer main gasketed bell 45' $DR 21 bend (see note) .�.- •N-. ..,. - 6" stone beddirg NOTE :1.1Nhere length of service lateral to exceeds 75' a cleanout assembly shall be furnishedat the property line. 2. If top of sewer main is greater than 151, then wye and bend to be Heavy wall SDR35, SEWER CLEANOUT FIGURE 17 Modify valve box cover to accept key shaft. Cover valve key is required to prevent material from entering box. concrete pad 1 "-T dia. x 6" deep 3'-6" edge of wash rack 4" stone screw type adjustable valve box as required finished grade valve restrained to main ............. . �--- Required 8" x 8" x 16" solid block SOURCE: FREDERICK COUNTY SANITATION AUTHORITY GATE VALVE DETAIL NTS FIGURE 2 CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. JOB NO. CS-0059-PENDING VA 06077 DELTA IRP T DRAWN BY: SHEET 700% REV/EW COPY MOH PRELIM/NARY- DO NOT USE UTILITY DETAILS DESIGNED BY: FOR CONSTRUCTION ICI /JKBTANTS, INC. OF WINCHESTER REGIONAL AIRPORT SCALE: DATE: AS SHOWN JUNE 2006 0 d J M x N O Q J m 3. 75 06 0 Q € co CD 3 Q Q 63'-6" 1 ,-7„ - fit-U 1- TOP OF PIER EL 708.30' 0 � I I - - - q- -- ----- - - - - - - 0 BOTTOM /OFBOTTOM OF ooCURB E FACE OF CURB EL J 707.80' CURB ,1, 707.80' a- > 0 J 0 x Q LJ w i i� CONCRETE SLAB (REFER TO CIVIL I DWGS) I o ' I I I I I 8 I I 8 i _ N c� Z � I p p 8 LU a 0 i BOTTOM OF x CURB EL < w 707.80' I CD i BOTTOM/OF FACE CURBOFCURB 707.80�„.01 A E 3 a u r NO. K ,. FACE OF CURB CA CB IN 66'-4" lo 33'-2" ol 33'-2" 10 0w pz Of_j 0 I I I I 0 I i� I I N I I 1 I I 1 I SLOPE DOWN 1:12 SLOPE DOWN 1:12 I I I I 0) I --- i� N I 8 0 I N _ I I 0 (4) 1-1/4" RGS CONDUITS FROM 'WR', PROVIDE CLASS 1, DIV 1 SEAL FITTING AT 21" AFF. TERMINATE IN EXISTING ELECTRICAL ROOM. THREE SHALL BE CAPPED WITH PULL STRING, ONE SHALL BE CONNECTED TO EXISTING PANEL. PANEL WILL BE IDENTIFIED BY OWNER IN THE FIELD. 0 2 A 2 A 2 A 2 JI I U U B 1 B 1 g 1 PANELBOARD 'WR'. PROVIDE GALV STEEL CHANNELS WELDED TO STRUCTURE. SS PROVIDE GFI RECEPTACLE BOLT PANEL TO CHANNELS. PROVIDE #6 (HUBBELL GFR53521A) WITH CAST GROUND, BOND TO STEEL STRUCTURE ALUMINUM GASKETED WP 'IN USE' AND PROVIDE 3/4"0 X 10' COPPER CLA COVER (HUBBELL- BRYANT DRIVEN GROUND ROD. WP8M) MOUNTED TO COLUMN AT 48" AFG. ROUTE CIRCUITRY EXPOSED TO STRUCTU P OF I 4. I J 3 �A2 A o 2 A o 2 3 WR-2: (2)#8, (1)#10 GND. WR-1,3,5: GND. R-1,3,N, TYPICAL FOR TYPE 'B' FIXTURES, WIRE BATTERY PACK SO THAT LIGHT , IS NORMALLY OFF, AND COMES ON (1)#10 GND. ALL IN VIA BATTERY POWER ONLY WHEN 1" CONDUIT, UN BRANCH CIRCUIT POWER IS LOST. PROVIDE 120V RELAY AS REQUIRED AT EACH FIXTURE TO ACCOMPLISH THIS FUNCTION. c� B B 1 1 B 1 I r\ J A 2 A 2—L A 5 I 2 5 � I i (1)#10, (1)#10N, (1)#10 GND IN 3/4" CONDUIT RUN BELOW GRADE APROX 75' TO BACKFLOW PREVENTOR HOT BOX, VERIFY LOCATION W/ CIVIL. N N N FLOOR PLAN ROOF PLAN ELECTRICAL PLAN SCALE:1 /r =1'-Cr SCALE:11T = V-M SCAM:1 /80 =1'-Cr MANUFACTURERS AND MODELS INDICATED REPRESENT THE TYPE AND QUALITY OF PRODUCTS REQUIRED. EQUAL PRODUCTS BY OTHER MANUFACTURER'S WILL BE ACCEPTABLE, SUBJECT TO ENGINEER SUBMITTAL REVIEW. P I i I L....._ ......- .1 I € € 1 SECTION REVISIONS ale SCALE :1 /8% BY I APP.I DATE MOSELEYARCHITECTS A PROFESSIONAL CORPORATION 601 SOUMLAM BOU LEVARU RK>WAOM VRGH& 2=6 I'MM OM 790-7886 FAX M0 3N-86M 101088EYARCHIII19 00M KEYNOTES 1:1 METAL GUTTER ❑2 METAL DOWNSPOUT ❑3 RIGID FRAME, HOT DIPPED GALVANIZED �4 PRECAST SPLASHBLOCK �5 FINISH GRADE © REINF CONC FOOTINGS BELOW GRADE ❑7 CONCRETE SLAB, REFER TO CIVIL DWGS ® TENSION RODS, HOT DIPPED GALVANIZED 9❑ METAL ROOF PURLINS 10 METAL ROOF PANELS 11 CONCRETE CURB, REFER TO CIVIL DWGS 12 SUSPENDED LIGHT FIXTURE 0 0 0 I € I € I € I I L_...-----------1 I € I I € I € 6 L € ELEVATION 818 DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, VA 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 4 www.deltairport.com SCALE :1 /8ti14? PANELBOARDSCHEDULE WR FED FROM ADJACENT BUILDING UL SE RATED 60 AMP MCB CCT BRKR LOAD - - — - 20 1-SW-L 1 EMERGENCY LTG 208 Y / ILTG ELTG - -- - 0.4 120 REC - V 3 PH 4 W MTR HTG KIT MISC A - - - - 1.6 B C MOUNT: CCT BRKR 30 2-SW 2 / SURFACE NEMA 3R LOAD - LIGHTING PANEL ASSEMBLY RATED: ILTG ELTG REC MTR - - 1.2 - 10 KAIC HTG KIT MISC - - - 3 20 1-SW RECEPTACLES - - 1.0 - - - - 2.2 .. ............ - - 1.2 - - - 5 20 1-SW REC, HOT BOX SPARE - - 1.0 - 0.2 - - - - .. 1 2 6 - SPACE ONLY - -- -- - - - - - - - - - 7 20 1 SW - - - - - - :. _ 8 - SPACE ONLY - - - - g 20/1-SW SPARE - - - - - - - - 10 - SPACE ONLY - - - - - - - 11 20 1-SW SPARE - - - - - - - - 12 - SPACE ONLY - - - - - - - 13 - SPACE ONLY - - - - - - - - .......... 14 - SPACE ONLY - - - - - - - 15 - SPACE ONLY - - - - - - - .......... ... - 16 18 - - SPACE ONLY - - - - - - - - - - - - - - - - 17 - SPACE ONLY - - - - - - - :i...:: ` :.. - SPACE ONLY - - - - - - 0.4 2.0 - 0.2 - - A B C PHASE A KVA 2 14 PHASE A AMPS PHASE B KVA 2 19 PHASE B AMPS PHASE C KVA 1 10,PHASE C AMPS LIGHTING DEMAND = 125% PER 2002 NEC 210-19(A)(1) RECEPTACLE DEMAND LOAD PER 2002 NEC TABLE 220-13 -L INDICATES PROVIDE BREAKER LOCKABLE IN 'ON' POSITION -SW INDICATES PROVIDE SWITCH RATED BREAKER PROVIDE LOCKING GASKETED NEMA 3R ENCLOSURE. EQUAL TO SQUARE D TYPE NQOD. - - 2.5 - - LOCATED AT WASH RACK CANOPY TOTAL CONNECTED KVA: 5 TOTAL DEMAND KVA: 5 TOTAL CONNECTED AMPS: 14 TOTAL DEMAND AMPS: 14 LOAD TYPE CONNECTED LOAD KVA - DEMAND KVA INT LIGHTING - EXT. LIGHTING 0.4 0.5 RECEPTACLES 4.5 4.5 - HVAC MOTORS - ELECTRIC HEAT 0.2 0.2 KITCHEN: - - MISC: 25% OF LARGEST - - MOTOR (N/A): _ - NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE VUSBC, WINCHESTER COUNTY CODES, AND THE 2002 EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL CIRCUITRY SHALL BE THHN/THWN COPPER RUN IN CONDUIT. EMT WITH COMPRESSION FITTINGS ABOVE 10' AFF. GALV RIGID STEEL BELOW 10' AFF. 3. ALL CONDUITS RUN BELOW 24" AFG SHALL HAVE CLASS 1 DIV 1 SEAL FITTINGS ABOVE 18" AFG. LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER LAMPS VOLTS MOUNT NO. WATTS TYPE ACRYLIC PRISMATIC A ENCLOSED METAL HALIDE LITHONIA TXF-250M-PA25ALEF-208-SCK-WG 1 250 MH 208 PENDANT WIRE GUARD, SAFE CHAIN POLYCARB LENS B SURFACE FLUORESCENT LITHONIA VDS-2-32--120-EL14DW-GEB-RIF1 2 32 F32T8 120 SURFACE EMERGENCY BATTERY 700% REVIEW COPY PRELIMINARY - DO NOT USE FOR CONSTRUCTION CONSTRUCT AIRCRAFT WASH RACK WASH RACK CANOPY DETAILS WINCHESTER REGIONAL AIRPORT DO" PROJECT NO. CS-0059-PENDING r•77_l'��La=� DESIGNED BY: W. SMJ SCALE: DATE: AS SHOWN I JUNE 2006 JOB NO. VA-06077 SHEET 8 OF 9 c Q +' 0 d J M X cu 0 r Q m 3 0 0 o 0 q�l- W COL3 oQ 0 `1-� L3 Z_ 51 � � NO. REVISIONS ra x N FOUNDATION PLAN SCALE: 1IV • 1'4? NOTES 1. FINISHED GRADE EL 708.00' = REFERENCE ELEVATION (0.00'). REFER TO CIVIL DWGS. FOR GRADES. ALL PLUS/MINUS STRUCTURAL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION. 2. TOP OF ALL CONCRETE PIER ELEVATION = 708.30'. DENOTES TOP OF EXTERIOR FOOTING -X'-X' UNO. REFERENCED FROM (0.00'; 4. THE FOUNDATIONS ARE DESIGNED FOR ESTIMATED COLUMN REACTIONS. PRIOR TO CONSTRUCTION OF THE FOUNDATION, PROVIDE COLUMN REACTIONS FROM THE METAL BUILDING MANUFACTURER FOR REVIEW AND VERIFICATION OF THE FOUNDATION DESIGN BY THE ARCHITECT/ENGINEER. COORDINATE ANCHOR BOLT SETTING PLAN PROVIDED BY THE METAL BUILDING MANUFACTURER WITH THE FOUNDATION PLAN. BY I APP.I DATE MOSELEYARCHITECTS A PROFESSIONAL CORPORATION 6M 90UMA M BOUIFVAM RK>#AOND. VRGMA, 2J?J6 MOW (Foe) 744-7M FAX WO 379-OW FRO.I NO mo9no TG 2 � TRENCH SHALL NOT CROSS THIS PLANE ADJACENT FOOTING SHALL \ NOT CROSS THIS PLANE \ TRENCH LOCATION DETAIL 1Y2" NON -SHRINK GROUT Y4" CHAMFER --� TOP OF CONC PIER EL 708.30' 919 awsmel SECTION NO SCALE PRE-ENGINEERED RIGID FRAME HEADED ANC BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED CONC CURB REFER TO CIVIL DWGS Y2" BOND BREAKER CONC SLAB REFER TO CIVIL DWGS REFER TO PLAN FOR TOP OF FOOTING ELEVATION (10) #6 EA WAY : 3/4ti1 DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, VA 23236 phone: (804) 275-8301 # fax: (804) 275-8371 # www.deltairport.com GENERAL NOTES DESIGN LIVE LOADS 1. CLASSIFICATION OF BUILDING FOR IMPORTANCE FACTORS BUILDING CATEGORY II 2. ROOF LOAD GROUND SNOW LOAD (Pg) 35 PSF IMPORTANCE FACTOR 1.0 EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.2 FLAT ROOF SNOW LOAD Pf=0.7*Ce*Ct*I*Pg 29.4 PSF MINIMUM ROOF LIVE LOAD 20 PSF (OR ROOF SNOW LOAD) 4. WIND LOAD BASIC WIND SPEED (3 SECOND GUST) 90 MPH (3 SEC GUST) IMPORTANCE FACTOR 1.10 EXPOSURE C 5. SEISMIC DATA SEISMIC USE GROUP I SEISMIC DESIGN CATEGORY B SEISMIC IMPORTANCE FACTOR, le 1.0 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS (Sds) 0.32 Sd 1) 0.128 RESPONSE MODIFICATION FACTOR (R) 3.5 DEFLECTION AMPLIFICATION FACTOR (Cd) 3 BASIC SEISMIC FORCE RESISTING SYSTEM: MOMENT RESISTING FRAME SYSTEM; ORDINARY STEEL MOMENT FRAMES ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE GENERAL 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), 2003 EDITION, EFFECTIVE NOVEMBER 16, 2005, WHICH REFERENCES THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. 2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE OTHER ENGINEERING DISCIPLINES. 3. VERIFY AND COORDINATE MECHANICAL UNIT SUPPORTS AND OPENINGS WITH EQUIPMENT PURCHASED FOR THE PROJECT. COORDINATE REQUIREMENTS FOR SLEEVES, HANGERS, INSERTS, ANCHORS AND ALL OTHER ITEMS TO BE SET IN STRUCTURAL WORK. 4. SPECIAL INSPECTIONS ARE REQUIRED BY THE VUSBC (INTERNATIONAL BUILDING CODE, 2003. SECTION 1704). REFER TO THE FOLLOWING PROJECT SPECIFICATIONS FOR SPECIFIC INSPECTION REQUIREMENTS. P-152 EARTHWORK 03300 CAST -IN -PLACE CONCRETE FOUNDATIONS 1. FOUNDATIONS ARE DESIGNED TO BEAR ON ORIGINAL UNDISTURBED SOIL OR CONTROLLED COMPACTED FILL WITH A PRESUMPTIVE ALLOWABLE BEARING CAPACITY OF 2000 PSF. 2. CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL VERIFY BEARING CAPACITY AND SUITABILITY OF SUBGRADE PRIOR TO PLACING FOUNDATIONS. 3. SELECT AND PLACE CONTROLLED COMPACTED FILL UNDER DIRECT SUPERVISION OF THE ENGINEER OR REPRESENTATIVE. 4. COORDINATE FOOTINGS WITH ACTUAL LOCATION, SIZE AND INVERT OF ALL UNDERGROUND PIPE (AND CONDUIT). 5. AVOID INFLUENCE OF PIPE TRENCH PARALLEL TO WALL FOOTING AND/OR ADJACENT TO COLUMN FOOTING. REFER TO DETAIL ON THIS DRAWING. 6. PROTECT FOOTINGS AND GRADE SLABS FROM FROST HEAVE UNTIL PERMANENTLY ENCLOSED. CONCRETE 11. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-99 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", AND ACI 301-99 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE". 2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN ULTIMATE 28 DAY COMPRESSIVE STRENGTHS (F'c), AS FOLLOWS: FOOTINGS 3000 PSI PIERS 3500 PSI (AE) 3. REINFORCING STEEL SHALL BE AS FOLLOWS: REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED (GRADE 40 FOR TIES AND STIRRUPS) %" C E lo AMFER ol O i J a 0 4 ° al a SECTION 919 700% REVIEW COPY PRELIM/NARY - DO NOT USE FOR CONSTRUCTION (8) #8 DOWELS #4 TIES AT 12" OC SCALE: 3/4ti1 PRE-ENGINEERED BUILDING 1. THE DESIGN SHALL BE THE RESPONSIBILITY OF THE PRE-ENGINEERED BUILDING MANUFACTURER AND SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA. 2. DESIGN CRITERIA A. PRIMARY AND SECONDARY STRUCTURAL MEMBERS AND EXTERIOR COVERING MATERIALS: METAL BUILDING MANUFACTURER'S ASSOCIATION'S (MBMA) "DESIGN PRACTICES MANUAL". B. STRUCTURAL STEEL MEMBERS: AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S (AISC) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING". C. LIGHT GAGE STEEL MEMBERS: AMERICAN IRON AND STEEL INSTITUTE'S (AISI) "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND "DESIGN OF LIGHT GAGE STEEL DIAPHRAGMS". D. FOR WELDED CONNECTIONS: AMERICAN WELDING SOCIETY'S (AWS) "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". 3. DESIGN LOADS: BASIC DESIGN LOADS, AS WELL AS AUXILIARY AND COLLATERAL LOADS, ARE INDICATED BELOW. A. GRAVITY LIVE LOADS, WIND AND SEISMIC LOADS AS INDICATED IN "DESIGN LIVE LOADS" SECTION OF THESE NOTES. B. BASIC DESIGN LOADS INCLUDE, IN ADDITION TO DEAD LOAD, LIVE LOAD, WIND LOAD, SEISMIC LOAD, CRANE LOAD WHERE INDICATED ON THE DRAWINGS. C. AUXILIARY LOADS INCLUDE DYNAMIC LIVE LOADS SUCH AS THOSE GENERATED BY CRANES AND MATERIALS HANDLING EQUIPMENT. D. COLLATERAL LOADS INCLUDE ADDITIONAL DEAD LOADS OVER AND ABOVE THE WEIGHT OF THE METAL BUILDING SYSTEM SUCH AS MECHANICAL SYSTEMS, LIGHTING AND MEZZANINE FLOOR LOADS. E. DESIGN EACH MEMBER TO WITHSTAND STRESSES RESULTING FROM COMBINATIONS OF LOADS THAT PRODUCE ALLOWABLE STRESSES IN THAT MEMBER, AS PRESCRIBED IN MBMA'S "DESIGN PRACTICES MANUAL". F. THE PRE-ENGINEERED BUILDING COLUMNS SHALL HAVE PINNED BASES AND SHALL TRANSFER NO MOMENTS TO THE FOUNDATIONS. 4. SUBMIT COMPLETE DESIGN CALCULATIONS AND ERECTION DRAWINGS TO THE ENGINEER AT LEAST 30 DAYS PRIOR TO PROPOSED ERECTION SHOWING ANCHOR BOLT SETTINGS, SIDEWALL, ENDWALL AND ROOF FRAMING, TRANSVERSE CROSS SECTIONS, COVERING AND TRIM DETAILS, AND ACCESSORY INSTALLATION DETAILS TO CLEARLY INDICATE PROPER ASSEMBLY OF BUILDING COMPONENTS. 5. DESIGN CALCULATIONS AND ERECTION DRAWINGS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA. 6. REFER TO LIGHTING PLAN FOR LOCATION OF ELECTRICAL UNITS TO BE SUPPORTED FROM THE ROOF PURLINS. REFER TO APPROVED SHOP DRAWINGS FOR UNIT WEIGHTS. 7. RIGID FRAMES SHALL BE HOT DIPPED GALVANIZED, CLEANED, TREATED AND SHOP PRIMED. BUILDING CODE REFERENCE: PERFORM ALL WORK IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), 2003 EDITION EFFECTIVE NOVEMBER 16, 2005. USE GROUP CLASSIFICATION: USE GROUP : SEPARATED MIXED USE S-1 (IBC 2003 SECTION 311.2) CONSTRUCTION CLASSIFICATION: IIB NONCOMBUSTIBLE - UNPROTECTED HEIGHT AND AREA LIMITATION (TABLE 503: S1 - TYPE IS 3 STORIES AND 17,500 SF ACTUAL BUILDING HEIGHT AND AREA 20'-0" AFF TO EAVE LINE AND 3,900 SF THE BUILDING IS NOT SPRINKLERED. CONSTRUCT AIRCRAFT WASH RACK DOAV PROJECT NO. CS-0059-PENDING DRAWN BY: WASH RACK CANOPY DETAILS DESIGNED BY: WINCHESTER REGIONAL AIRPORT SMJ SCALE: DATE: AS SHOWN JUNE 2006 JOB NO. VA-06077 SHEET 9 OF