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HomeMy WebLinkAboutSDP200900086 Plan - Approved 2009-12-01CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA CONSTRUCT RUN WAY 3 TEMPORARY OFFSET LOCALIZERIDME OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY BARBARA HUTCHINSON, CM, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973-8342 EXT. 105 ZONING: RA, LI TAX MAP: 32 PARCEL NO: 10 IMPERVIOUS COVER: PROPOSED: 0.03 AC a SEW 10/16/09 GSS GSS 11/7/08 0 GSS 11/6/08 GSS 10/24/08 ITEM SPEC DESCRIPTION UNIT AS -BID OCT. 16, 2009 AS -BUILT NO. NO. QTY QTY QTY 1 P-100 MOBILIZATION LS 1 1 2 P-150 MISCELLANEOUS DEMOLITION LS 1 1 z1 3 P-152 EMBANKMENT IN PLACE LS 1 1 NO. 4 P-156 EROSION AND SEDIMENT CONTROL LS 1 1 CONTRACTOR FURNISHED EQUIPMENT -ILS SYSTEM, IN LS 15M-124 PLACE 1 6 F-162 8' WOOD FENCE LF 800 1,000 7 F-162 8' GALVANIZED CHAIN LINK FENCE LF 1,250 950 8 F-162 8'X 16' ALUMINUM MANUAL SLIDING GATE EA 1 1 9 D-701 15" RCP, CLASS III LF 101 0 10 D-701 18" RCP, CLASS III LF 36 0 11 D-701 15" FLARED END SECTION EA 2 0 12 D-701 18" FLARED END SECTION EA 1 0 13 D-751 DROP INLET ST'D DI -5 W/ 48" RISER EA 1 0 14 T-901 SEEDING AC 5 5 15 T-908 MULCHING AC 5 5 16 L-108 1/0 BARE COPPER COUNTERPOISE LF 5,250 5,250 17 L-110 2"-2W DUCT BANK LF 5,000 5,000 18 L-110 1" HDPE DIRECTIONAL BORE CONDUIT LF 300 300 19 L-110 2"-2W HDPE DIRECTIONAL BORE DUCT BANK LF 300 300 20 L-115 2 UNIT PULLCAN PLAZA EA 19 19 21 R-309 PERIMETER ACCESS ROAD SY 1,600 1,500 22 6" UNDERDRAIN LF N/A 220 23 CONVERT SEDIMENT TRAP TO BIOFILTER EA N/A 2 24 RIPRAP SY N/A 150 25 EC -2 MATTING SY N/A 250 26 EC -3 MATTING SY N/A 250 a SEW 10/16/09 GSS GSS 11/7/08 0 GSS 11/6/08 GSS 10/24/08 gP APP. DATE 3 o 4 DELETE EXCAVATION, ADD BIOFILTERS w ADDENDUM NO. THREE (3) 8 3 o 2 ADDENDUM NO. TWO (2) z1 ADDENDUM NO. ONE (1) 3U_ X NO. REVISIONS WME SEW 10/16/09 GSS GSS 11/7/08 GSS GSS 11/6/08 GSS GSS 10/24/08 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com DOAV PROJECT NO. PENDING DELTA PROJECT INSPECTIONS NO,, VA 08107 FOR THE CHARLOTTESVILLE-ALBEMARLE CONFORMED SET NOVEMBER 7, 2008 INCLUDES ADDENDA 1 - 3 REVIEW SUBMITTAL OCTOBER 16, 2009 AIRPORT AUTHORITY OCTOBER 2008 APPROXIMATE SCALE: 1" = 2400' DEL TA IRPORT As P TANE. WINSLOW C. NO 026212 CONSUiLTANTS, I °123/( INCe assoti ZONAL _ CHARL(;XTESVIL LBEMARLE0 , 5' DEPARTMENT OF COMMUNITYADEVELOP,,MENJI PLANNER/ ZONING ENGINEER INSPECTIONS INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT NO. TITLE 1 COVER SHEET 2 PROJECT LAYOUT & NOTES 3 ALBEMARLE COUNTY PLAN NOTES 4 GEOMETRIC LAYOUT 4A GRADING LAYOUT 5 ELECTRICAL LAYOUT 6 ELECTRICAL LAYOUT 7 ELECTRICAL LAYOUT 8 EROSION & SEDIMENT CONTROL NOTES 9 EROSION & SEDIMENT CONTROL DETAILS 10 EROSION & SEDIMENT CONTROL DETAILS 11 DRAINAGE DETAILS 12 LOCALIZER FOUNDATION DETAILS 13 LOCALIZER SHELTER & DME FOUNDATION DETAILS 14 LOCALIZER SHELTER DETAILS 15 ELECTRICAL DETAILS 16 ELECTRICAL DETAILS 17 FENCING DETAILS 18 FENCING DETAILS 19 MISCELLANEOUS DETAILS CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. NON-AIP DRAWN BY: COVER SHEET WME DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: AS SHOWN OCTOBER 2008 JOB NO. VA 08107 SHEET 1 OF 19 a c PART 77 APPROACH SURFACE 1,000'x 16,000'x 50,000' FIRST 10,000'- 50:1 LAST 40,000'- 40:1 7 1 I PROPOSED IELECTRtGALV , LT AND EXISTING EXISTING MAINTENANCE B ILDING STOCKPILE SITE #1 RUNWAY 3 STOCKPILE SITE #2 1 BY O ERS) WPO 2008-_00053 , . . TEMPORARY WPO 2008-00059 1fOFFSET r LOCALIZER CEMETERY- I CEMETERY / F 4 AGOO)N J3 2s I - OFFSET LOCALIZER ROTATING z. 1 O '' ! T * CRITICAL AREA EACON G AWOS w/ _ L ] CSA rpt n 1 All oft. - Cl - rAS.IN-#5 S`fING / • " _ - - - . _ = P _ PART 77 APPROACH SURFACE _ - - -- _ e, .._I„o r - _... - - - - - - - - - - - - - ----- - - _ ._.- __= _-- 1,000' x 4,000' x 10,000' 77 ROFA - - - - - __.._.. _ ROFA _ .. _ .. __ __. _... ... OFA - __ _ _ . , J • EXISTING ` ___.-__ --------._-- .-___.__ - -= _ pFA , 34:1 SLOPE a D! h 4 1 IESLOPE h RUNWAY PROTECTION ZONE y ' w _ 1 ---- 1 MALSR _ _ L BASELIIa'E R ---------- 1,000'x 1,425'x 1,700' 1 BM -86 __. A.. _ ---RUNWAY 3-21 (6.001' x 150' - _ - - X TI it If r r PRIMARY SURFACE - WIND(CONE o ANEMOMETER w - i I x( I RSAqBM-4001 HSA PROPOSED ACCESS ROAD -ROFA__ _----ROFA--__ Rp LLyl - RO OTHERS) EXISTING - _. EXISTING LOCALIZER ( ( BY RS) 1 _ ASIN #6 AMVEST (TO BE RELOCATED BY 1 __ w LANDMARK ARFF TERMINAL WO • • .. ' F.. TVV R _ ._ AVIATION FACILITY BUILDING - // •"' • 1BA16IN #111won RUNWAY4NKOTECTION E Q o 1 1,000' x 1 50'x 2,500' - E S G EXEMNG -_.. d CONTROL - p SNOW REMOVAL J B IN # r TOWER EQUIPMENT MAINTENANCSTORAGE E BUILDING RT 606 r'3 SIN #2 % `- / < T.60 - 1EXISTING FAA STORAGE_ iI G `•i ( BAISTIN8 _ BUILDINGS (TO BE RELOCATED BY OTHERS) PROJECT NOTES: 1. THE CONTRACTOR SHALL HAVE 60 CALENDAR DAYS TO COMPLETE THE ENTIRE PROJECT. LIQUIDATED DAMAGES IN THE AMOUNT OF $2,000.00 PER DAY WILL BE ASSESSED THE CONTRACTOR FOR EVERY CALENDAR DAY THAT THE TIME CONTRACT TIME IS EXCEEDED. 2. 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. 3. PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE DIRECTOR OF AIRPORT OPERATIONS. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE OWNER AND ATCT. THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS AND TWO-WAY RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES WITH THE AIRPORT AIR TRAFFIC CONTROL TOWER (ATCT). 4. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TWO-WAY RADIO CONTACT WITH THE TOWER GROUND FREQUENCY (OR THE TOWER FREQUENCY DURING NON-OPERATING HOURS BY THE TOWER) ANY TIME THE CONTRACTOR SHOULD NEED TO ENTER INTO THE RUNWAY SAFETY AREA (250 FEET FROM RUNWAY CENTERLINE) WHILE THE RUNWAY IS OPEN TO AIRCRAFT. 5. THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY RADIOS, IN GOOD OPERATING CONDITION, ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. RADIOS SHALL REMAIN PROPERTY OF CONTRACTOR UPON PROJECT COMPLETION. 6. UPON NOTIFICATION FROM THE ATCT, DIRECTOR OF AIRPORT OPERATIONS, OR THE ENGINEER, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY. 7. THE OWNER WILL PERMIT THE CONTRACTOR ONE (1) ACCESS LOCATION. THIS ACCESS LOCATION SHALL BE USED FOR ALL CONTRACTOR PERSONNEL AND EQUIPMENT, AND MATERIAL DELIVERY INGRESS AND EGRESS. THE CONTRACTOR SHALL KEEP THE ACCESS GATE LOCKED OR GUARDED AT ALL TIMES. 8. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED ACCESS AND HAUL ROAD FOR INGRESS AND EGRESS TO THE CONSTRUCTION AREA. 9. 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. 10. ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 11. ALL EQUIPMENT AND VEHICLES MUST BE MARKED WITH CONTRACTOR'S NAME LEGIBLE FROM 200 FEET. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH TX T ORANGE CHECKERED FLAGS (DAY a ONLY) OR YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 2 J H n 0 - Ad. J ASIR'#9 r •' • D o. .,•,,,, RELOCATED FAA STORAGE - BUILDINGS (BY OTHERS) r.` 1 TRAFFIC CIRCLE - a, AND ACCESS ROA6 . 1 • POND) C M TERM, 12. IF THE CONTRACTOR INTENDS TO USE ANY CRANES ADJACENT TO THE RUNWAY, THE ENGINEER SHALL BE NOTIFIED AT LEAST 60 DAYS IN ADVANCE, SO THAT THE NECESSARY CLEARANCES CAN BE 20. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE OBTAINED FROM THE FAA, AND NOTAMS ISSUED. SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH 13. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING UNSUITABLE EXCAVATION. 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 21. ALL TEMPORARY STOCKPILES SHALL BE LOCATED OUTSIDE OF ACTIVE TAXIWAY AND RUNWAY SAFETY REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING AREAS AND BELOW FAR PART 77 SURFACES. REFER TO MISCELLANEOUS DETAILS SHEET FOR FAR UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL PART 77 SURFACES DETAILS. 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 22. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE CONDUCTED NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. COURSE OF THE PROJECT. THE USE OF WATER AND DUST CONTROL AGENTS SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF 14. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 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 23. THE CONTRACTOR SHALL MAINTAIN THE AIRPORT PERIMETER AT ALL TIMES. UPON COMPLETION OF UTILITY. THE PROJECT, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS TO THE AIRPORT PERIMETER ROAD/HAUL ROAD AND CONTRACTOR'S STAGING AREA AS ORDERED BY THE ENGINEER. THIS WORK 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. BY LOCAL, STATE, AND FEDERAL AGENCIES AND POSTING ALL BONDS. 24. THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE (FAA, DOAV, ETC) UNDER FONSI 16. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK DATED JANUARY 15, 2008. 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 25. A WETLANDS INVESTIGATION AND SURVEY WAS COMPLETED ON AUGUST 18, 2006. CORRESPONDING HIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE AGENCY JURISDICTIONAL DETERMINATION WAS ISSUED BY USACE ON AUGUST 23, 2006. NO WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME WETLANDS WILL BE IMPACTED BY THIS PROJECT. 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 26. THE CONTRACTOR SHALL REFER TO THE GENERAL CONDITIONS, THE GENERAL PROVISIONS, SECTION INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. 130, AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS, FOR THE CONTRACTOR'S REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED THAT OTHER RESPONSIBILITIES FOR OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION. WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 27. GROUND SURVEY INFORMATION WAS PROVIDED BY: 17. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED NXL EQUIVALENT. ATTN: DAVE JONES, L.S. 114 EAST CARY STREET 18. THE RUNWAY SAFETY AREA SHALL BE RESTORED TO FAA LINES AND GRADES (NO OPEN TRENCHES, RICHMOND, VIRGINIA 23219 NO SLOPES GREATER THAN 3%). ALL DISTURBED AREAS, INCLUDING THE CONTRACTOR'S STAGING 804-644-4600 AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE DATE: MAY 2008 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. 28. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: 19. ALL LOOSE DIRT, STONE, PAVEMENT, FORMING, ETC., MUST BE KEPT WITHIN THE LIMITS OF THE POTOMAC AERIAL SURVEYS CONSTRUCTION AREA. DEBRIS IS DAMAGING TO AIRCRAFT ENGINES AND MAY BECOME PROJECTILES ATTN: SCOTT RICE WHEN THROWN BY AIRCRAFT ENGINES, SO IT IS IMPERATIVE THAT THE CONTRACTOR MAINTAIN FREDERICK COUNTY AIRPORT CONTROL OF ALL LOOSE MATERIALS THAT COULD POTENTIALLY BLOW INTO AN AIRCRAFT 1319 BUCHEIMER ROAD OPERATIONS AREA (AOA). FREDERICK, MARYLAND 21701 301-698-9944 DATE: MAY 2008 g 9711 Farrar Court, Suite 100 o Richmond, Virginia 23236 oCLC 0 o phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com z 4 DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09LL NO. REVISIONS BY APP. I DATE0x DELTA AIRPORT co NTS, INC. ICJSUSAN E. WINSLOW Y LIC. NO. 026212 IO SSG NAL _ g'+.'b'`k.'ks s. > 'l. pi' '<. .v. ,,,,. , '.:.:4 „1 7h+.,., r a'O e6 ., JY .. }C:ax.al) ;Y;Y . "1.i,.., . r •. _: ,. :', BM # DESCRIPTION ELEVATION NORTHING EASTING 82 BM3-EXIST 625.04 3936381.983 11496075.438 83 BM1-EXIST 618.27 3938883.588 11497091.508 86 NGS CHO 623.85 3933952.880 11494818.562 4001 NGS CHO E 611.91 3940408.730 11497730.040 LEGEND AIRPORT PROPERTY LINE (APPROX) EXISTING SECURITY FENCE RSr=,__...__._.._._...----- _..... RUNWAY SAFETY AREA r<A._......... _._._.._.._._ RUNWAY OBJECT FREE AREA FUTURE DEVELOPMENT CONTRACTOR'S HAUL ROUTE 0 BM 1 BENCHMARK CSA CONTRACTOR STAGING AREA CEP CONTRACTOR EMPLOYEE PARKING PROPOSED CONSTRUCTION AREA SLOPEEXISTINGGLIDED LOCALIZER CRITICAL AREA EXISTING WETLANDS 400 0 400 800 SCALE: 1 "=400' FEET CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET PROJECT LAYOUT & NOTES WME 2DESIGNEDBY: OFPJW 19CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1"=400' OCTOBER 2008 0 LU 0 J Oa g 0 od CL0 oGo z LL 4 o XNO. ROTATING BEACON 4 0M ft-A,,, A'-• ow 0. IM ggWIN Y-01MMINK i_ Lf. . r fr ,";SiS.r ' ire w "• H 1"v3•+; S d" yl y .. law RUNWAY 3-21 t5 "'. f b .e`".+>' •ttn >. :x t e 'ap ;' 7 r a. t .; 4 z r,'. 00go' 00 0 200 400 1"=200' FEET DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09 REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: LEGEND GENERAL CONSTRUCTION NOTES 7( ___X_- EXISTING SECURITY FENCE WBL ALBEMARLE COUNTY STREAM BUFFER EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER. EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 4 DELTA T TANTS, INC. L Gf SUSAN E. WINSLOW LIC. NO. 026212 kSsI1-.61 191 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. NON-AIP ALBEMARLE COUNTY PLAN DRAWN BY: WME NOTES DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE:I DATE: 1"=200' OCTOBER 2008 JOB NO. VA 08107 SHEET 3 OF 19 s 0 M x p a^ a V_ 8 N M C 0 3 v 0 ao 0 r, 0 00 0 a 0 N X 6 / - / .;.-:. _...,,...._.,_-•..\ , . / , s -'..._' _ 67-00 6 50 I 11 / I 2 50 / / 64 ,.... i 65 5Q f r. . ti..` \``'' / / / / i I ' r I / , ' i'. 11 V. 4Q / iIIII / / / / /" \ /' / i I / / / = / / / I ' . / . , 2 I j I / / / / / ' / - / O .., I - / V,` / / i-ti. I i" l 4_ s, I / / / / S m oo / / ; / i0 RO ATtNG BEACON ' I I I I 4, 1. y1 ', ; al I. 1 I I 750 LT:': I cn _ a. _ _ __..___ _ _ 1 -+- -+--- L i /' ----- -.-- -- - f .c - r-- I T 11, I I 7 0 1 -._ - - J - -_ - — — --- 4__ 7-' -/ o QI I I i / / / / - / Q — \ j 1 01 I I I , I / //_" 11 I I o . r / / \ \ I i l / , / fry p 1 i / / ' / I 1II / I 11 I i IIl 1 , i N 1. b I l" 1 r / / Fes— I ; / / II - / - % I / / / ' I , __ K. __ _ v r OF 1 S.N.IN ', r, I / I I l >L i I I _ I 11 + + / , Ii" 1 1 SHEET KEY i / / / / ! / I 1 11 , IV r jrf I v'` I Io; I l 1 LEGENDrr / / / y ; , \ V I l i' / /' ! j / / / / / G r« i `, 11V\ CP11 4,,11 % i / i a I I ( )( i j / / / r b I \ S 918.33 EXISTING SPOT ELEVATION i, / / / " 5 / / / v : ; 1, I, li \ ( + 905.44 PROPOSED SPOT ELEVATION v /' / 11 11 r i V. OV ' `v A A \ (_-'_. --1 EXISTING AIRFIELD GUIDANCE SIGN1 \ 1 , I I - r 0 v; " 1 ',V C7 EXISTING RUNWAY LIGHT r / / - / 100 MIN . TEMPORARY ,+ \ s \% \ . I I i / / / / ' /' / / / / / TOP IL A101 v% , EXISTING TAXIWAY LIGHTS A , \ i OCKPILE tr 1 i S I I V A vv 1 I I \600' L,T EXISTING PULLCAN L0LT - - - - - - 1 i 1 t EXISTING TREE LINE I 1, - A I i / / / I / DC '' I•. II I I I © PROPOSED TWO UNIT PULLCAN PLAZA i / i / 5 / / , A 1 I I I ® PROPOSED ELECTRICAL HANDHOLEI / `/ / Z / ' / Q / I / / / TS lJ lA 1 ) ' I i Ij / O / U' A V A ® INLET PROTECTIONIv, 1 11 / ' 4 I TEMPORARY OFFSET / 1 I i l _ i ce CONSTRUCTION ENTRANCE LOCALIZER CRtTICAL AREA / / _ v 1' 1 / / / / / - v E f,,A , v%v 1 ', y 1 I 1 iI / / ! ys / v v \ \ \ \ ' 1 \ oc DUST CONTROL I /// v f 1 i ti i 11 r I I / / O .. . - _ _ _ • A I vI " ® TEMPORARY SEEDING I ;, ti...,--. / / / _ _ ,,,,- - _ _ _ _ % ,, uGE . w a i \ v v ` V IE I , TOV ' 1 ', + , 1 ,, 1 J - -l- -- _ _ _ _ _ _ - - • / , \ y S IN ' , V PERMANENT SEEDING7vO3 y COUNTY WATER PROTECTION ORDINANCE BUFFERSVDOTEC -2 6 WID 'FULL v \ \ v 1I1v Q :+ _ __ _.-.-___ EXISTING DITCHrILENGTH (NO PITEM) v I / / \ \ \\ \ \ \ \ \ 1 r1 / / / / / \ \/\ \ \ ( 1 \ 1111 EXISTING DIVERSION DIKE i / / h / /' / a' / , \ /C \ \ \ \ \. r \ V/ \ 6 I I i i / r 5 / /\ 1111%%/ / % / \- \ r rr \ PROPOSED DIVERSION DIKE I ! ' /' c'a I , /1-11 k: _ _ 5 TI IN Tb E ISTING ; - \- ,Fc_.; 'n \ - _, _ ---- - _ _ ..._ I ; ' / `/ i : \ F --T--- w" ACES$ ROAD \ G EXISTING FENCEI --- I PROPOSED FENCE a 1 \ \\ X I \ / I h°P /' \ /` :`. _ --+-{ / ' ` -LOD- LIMITS OF DISTURBANCE k, I / / / i r / /` \ I / C l . I ------- UNDERDRAIN D \ i- -_ _ / / / / \ \/ \ \ \ \ "\ / \\ \ \ ! / ,. _.. - .- -,... a, .., •, EXISTING LOCALIZER 1. e`t_ ODI _ L --O \ CLAS Al 5 / - j. \ \ \\ \ \ - LT O R CRITICAL AREA 450' LT--=LOD--' / \ Rlp p TIEAN O ` --- ------,. _ _____- _ _. _ _ _ _ _ _ _ _ PROPOSED LOCALIZER CRITICAL AREAT _ X W - 20 Y J .: / ; _ - \ XI TIN D TC i I , I ) _ , WF \. \ I -- RCIf A--- -- EXISTING RUNWAY OBJECT FREE AREA i i \ / i / \ / 1 I 1 DESST1 ( PI BO H $ ) / C'E' % ; ; i \\ cs % \C SS A1 IIP P ' / / i -- kSA -- --- EXISTING RUNWAY SAFETY AREA U TI XISTIN( / .V , / / ` - 2 Y / / / / Q ' 3GEl -ACCEEEI'S ROAD _ 11_ F ( I- I / I l vii /' / / / e _.._ _ _ _ ._.-. - _. . .._--.-..'-__.-__.___.-...,_ EXISTING UNDERGROUND ELECTRICii 89- - - - UG -- GE l / - r+ti \, I CL AIJiO, ' /. / /' Z' / i ( / / / I / / _ —UGE PROPOSED UNDERGROUND ELECTRICt Y UTILITY) I 1 RI RAP ; _. - _._._. _ @v - - - - _ _._. ._ -. ` _ i iJ j rn ' 614.5 Yc :; Yr I ' i' ,/ i I - 57 - - - - - - - - - PROPOSED CONDUIT & CABLE 1 / --- ----- _. __. . _ _._ . CE 2d s w1 ; 1\ erI s—.-. - _ _ -/— — —,-. _,____ ___- __ - -- - __ ROFA S _ R F - -- __ ...._._ . _.. _ F _ -- - - - - -- - A 0 A \ FA :. y R A r R F f RtJFA- __.....-.k PROPOSED AGGREGATE ROADfi'8F,4 — — — RD RtJFA ` - - - -- - _... _ _ j i O I $ Al P% ' - - - - - - -- -575- - -- - - -- - - - _ - :::'\ :::' PROPOSED EC -2 MATTING O - _ -- V :,;, / 1. \•\ j / , , ,,:,, ; 1 r / 20 Y. ; I PROPOSED EC -3 MATTING11 _. 599- — — — — J j U I I t'%i / / i - --- - --- - -- -,-.- _ . .. -11 - . - _ _ - __ LOP-_ __.. __ - -- - ' C S 5 Al / 1 1 ;t` % / ,-_ _. ---- - - --- - --- - - - - - __ — _ _ __ _ _ _ _ . 1_ -- - _ _ __-. ___. -____ _ ___. _- NOTES. 11... - - - _. P _.._ __ _ _- _ - _ __ i TIE LINDERD tAtN INTO.EXISTING__ _ --- ___ _._.... _ - - - ---- --- - -- ._._ --- - - ---- ' .,. - \ I I ;{, ___ _..__ __ _ - 11 .- - . .-- - -- - DROP INLET-.- CONF-IRM-- -- ----. ___ .._- _ 1.----- --- . ---- - - _ - -- - .- -- I % , ( I/ - - - - - -- - - - - - - - - - - -- - - - - EXISTING INVERT PRIOR TO - D - - - - - - - - ,. I. 0 1 I / / - - -. - - __ . . AN TO BASELINE "R" UNLESS OTHERWISE NOTED 5B5 F ND RDRAIN. __ -CLEANOt1T - - - -- :.. ;;'::%kr.:. 14 __ ___ ._ INSTALLATION _0 _ l _ __E - _-- -_ _ __ _ -__._ __ __-_ _-_ -_-_ \ .v::,:...:..,..:.... ( 6 ___- - __ __ __ _ __ . _ ____ _ 1.1 / - 0-------- 4 I I 1 / - .-__ ___ _. _- _ -.. .___. __ -_- __ _ __. .- __._._ _ s6 _ ____ _ .____ _ 2. EARTHWORK PRICE SHALL REFLECT OPTION 1 I,---- _- -- -- - _._ ...._ - neo- - - 6 UN DERDRAIN :.:..' - - - _-_._ _ ._-..... LOO ___ ___ ___- ___- ___ ___ . _ __.__ ___. _._-- _..... -_- _.---__ ___. __ --- - ___ _ ___ GRADES. p _- _ - aka _ -- --- --------------- ---- --- I i+".. - - - -._ . _ 'I f \_ a ,i,:,:{`• ' __ __. — 595 3. THE LUMP SUM PRICE BID FOR THE MARK 2 0 11. CLASS Al RIPRAP \ __ _ s::,z: _. _ .- _ _ 11 26 S_Y_. -;4- - LOCALIZER SYSTEM SHALL INCLUDE THE I-.--- - .. -- - 1 - .. .- - -- - - ::: _ -- __._ _ - - - -- - LOCALIZER ANTENNA Ap _ . :;:;- _. _. ,.: - - - _-- ___ __._ - -__ _. _ -__ __ __ O ARRAY, LOCALIZER695---- ---------------------- - -- 1 __..... _ __-_ ..a -_ _-_-- _--. _ _. _._._ _ _. __- _-_-- ...._. _.__._ ._..__ . _ SHELTER (INCLUDING EQUIPMENT RACKS, O _ - - ----- - -- -__ -- - --_ -- - - .- .- _ _ . ALNT, EN 1. soy - - - - -_ -- _- _ __ ___ _.-- _ ._ --_- _-- - - ___ .__._ .__ __ __.. CONTROLS LIGHTING AND ELECTRICAL), DMEL - _ - - -- ___ _ 300 LT ), a — 1 300 LT - -- - - - - --- --- -- - -- - E _ ::a'.. ... _-- _-.__ ---- - _.._ k, _.. ___.-. - - _ --_ - - - ___. - -_ ._. _____ __ ANTENNA, OBSTRUCTION LIGHTS, INSTALLATIONR44 _._ _ _- ---. ---- - - - - - - -----. -... _ _ - AND ANCHORING OF THE ANTENNAVDE?T-EE=3-8' WID€- F. L _ _ _ _ ___ ___ _ _ __._ _ . _ _ __ -.-.- __ _ _ _ _.__ . _._ _- _ - - _ _ _ _ _ _ b`4. - _.__. -- - _.. __..._ _. ____ __ - __ -_. __.. _ _.- SHELTER ALL NECESSARY HARDWARE FOR A 11 LENGTH jN0 PAY- x - __ _-_- _-_ - - ti _ a _ — ----- - 1. _ - - - - N, AL LES, VD T- EC .3 `WID-E -- - - _ _ 1 - __- _-- - ___-.. - I- CONDUIT, AND CABLING TO CONNECT THE FULL-LENGTH NO - - . _-- __. .- - - - - _ ___ --- _-- ._-- -- _ .. _.__ _ .___.. ANTENNAS TO THE SHELTER, AND CONNECTION@- sr5 - - - - - - - - - - - - - __ _. _ _ ._... _ S 0 - _ --._. ---- --- ___. - -- - - --... -- - __ . __ ..._- _ -__. __ - _ _._.._. .- -- -_ .. . __ .- - - _._.. _ ._.__._ -1. _. --- - .._ __._..-. - - - . _ _ .._..... . .-- . -- _ PAY ITEM) - - - OF THE ANTENNA TO THE EXISTINGO 6, .. _ __ ... _. -_-- P .__ f!________ _... _______-- _ __- ..- __ ._ -----_..__.__f_._....-----.._. _ h`_-_1___ __ _.. t ROPOSE.TEMPO-RARY QEFSET - - - - - - _ L __ .___.. _.__ .. __ _._. _ __ ....___ ___. .__ / - --_ __ _____ _ _-... ___-- -- ----. _ _.. __ _...- _-- -._._ SHALL ALSO INCLUDE FINE GRADING OF THEF) ____ ---- -- _ _ _ - _._._.. . __ - _ _ ___- _ _ _ _._ . __. - _ _- _.. - ---- __ _ -- _._._ ._ I ` LIQ ALIZER ANTENNA -- ANTENNA AND SHELTER SITES, CONCRETE R A-- _ _ _.. f -RSA== -- _---- -- .._.._..__RS;d-- '---.... _ 4SA __ __--_._. _- _ RS4 __-._.-kSA --_- _-_._.-__-__--___RSA ____.__-_ E -____-_---RSA•_ _-_- -_• RS .---.__._: ----_._- ---RS'd--_. - ___-- -_- RSA=-==--- - - RSA - - -- - ._ RSA - - RSA !-- RSA.-_. - --__--__--._-_._k ®_ -_ - - kSA_ --- 5 RSA S - - - FOUNDATIONS, AGGREGATE BASE COURSE, AND INCIDENTAL MATERIALS FOR A COMPLETED 2 ------------ INSTALLATION. THE COMPLETED r -_.- - - . __ _ ALO / " z 2 J _ - _ _ _ LOCALIZER/DME INSTALLATION SHALL BE ABLE D-• - -LOD -L D- -LOD- - -LOD- - -LOCA- - / - -- -- _ _ TO PASS AN FAA FLIGHT CHECK AND I0DRAINAGESUMMARY COMMISSIONING. E1 EXISTING DROP INLET - -- _ Je - - _-. ,_ - - __ - __ 15" INV OUT = 583.48 -- - . -- _ o - -- STA 62+32, 392± LT (APPROX) C' - __ - - -- -- _ - __- ----------------_--__-_ ____ ..____--__------__---- - -- --- -----.-__-______._........__..__ _...._.a---._..,_. ---...,.----.__o, 30 0 30 60 67-0 68-50 SCALE: 1"=30' FEETfiS.SQ_ __. 61 00 --. 62 50 64 00 - - - - J L F- N f- 0 0 R4' t r0 0 F 4 DELETE EXCAVATION, ADD BIOFILTERS z o 2 ADDENDUM NO. TWO (2) I NO. REVISIONS WME SEW 1 10/16/09 GS S GSS 1 11/6/08 BY APPA DATE 971 1 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com TH 0 CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET UDELTAT , SUSAN E. WINSLOW RA D I N G LAYOUT WME 4ALIC. NO 026212 G DESIGNED BY: oTANTS, INCo 1 a OF o s G 4'k, SCALE: DATE: SIGNAL CHARLOTTESVILLE-ALBEMARLE AIRPORT 1= 1 9130OCTOBER2008 J 0 Q J C. C. 0 z 0 50 50 52 00 53 50 55-00 56+50 58 00 59-50 61 00 62 50 64-00 65 50 67 00 JIm 900' LT o 1 I v.....i.w-.......v_.._..n.w....v..,....... I _ -... _. _....... __. 5 W f ' i n nnw { rt s,v 750' LT ---____.__- A 1 ROTATING BEA N I' T KEYSHEET LOCALIZER SHELTER LEGEND EXISTING AIRPORT I '•-_, I o - ELECTRICAL VAULT ! X 918.33 EXISTING SPOT ELEVATION l DISTANCE -t- 805.44 PROPOSED SPOT ELEVATION MEASURINGEXISTINGPADMOUNTEDTRANSFORMER w PAD MOUNTED TRANS ORMER EQUIPMENT .::.:: I EXISTING AIRFIELD GUIDANCE SIGN BY TILITY) I DME EXISTING RUNWAY LIGHT N " EXISTING TAXIWAY LIGHTL 3-4 PVC EXISTING PULLCAN600LT600' LT EXISTING TREE LINE TIE IN REPLACE EXISTING FENCE ITH WOODEN FENCE. v !13 1JEXISTINGFENCE i I O PROPOSED TWO UNIT PULLCAN PLAZA SEE DETAIL) STOCKPILE XISTING FENCE FOR MPORARY OFFSET I 4 FUTURE RE-INSTALLATIO . (INSTALLATION BY LOC: IZER CRITICAL AREA ,,''' TIE IN TO PROPOSED ELECTRICAL HANDHOLE EXISTING 13 OTHERS) (APP OX 800') -----------_ 1UGUGE FENCE ® INLET PROTECTION v - - - - - - -' - / h rn CE CONSTRUCTION ENTRANCE PRIMARY SURFACE -_---------- -- DC DUST CONTROL 011 TS TEMPORARY SEEDING ASELINE "AR 0v - — PS PERMANENT SEEDING W WF " r - COUNTY WATER PROTECTION ORDINANCE450' LT _ _. W -- , .— ____ - —w13LV f____—_..___._-.___-._.._.______...-- ____._-- ....._.__ _.__ __._ _ _ 50 _ H _.... _ __._.__-_ BUFFERS WF - UGE U E / r _..._..__...... _...._,.,._.. EXISTING DITCHSTA55+10±,461'± LT W UGE UGE UGE UGE UGE UGE UGE_,UGI-'UGF UGE j EXISTING DIVERSION DIKE Ca .. _._ _.__._. _-__... .--___-- __.___ .. --_-. _-___ ____.. ____. ....----. .__-- ___._ __ ... ..._-__--__.._-- ---_ _ __.-- _-- --- ROFA-- ._--- .---_- -_- _- .--..___. ...._._-- - _._ _.._ _ PROPOSED DIVERSION DIKERUFARO(A ROFA ROFA -- --- - - - ROFA — - -ROFA ROFA __-.. ....._ ... - - FA - _ . ._.-..__ ......_._. . - ._.. -R - _ --ROFA -a _ _.. __._ .-_. _..._ _ r;--- '4 hA _.._..._ LV EXIS ING AIRPORT PERIMETER ROAD yJ v j EXISTING FENCE 1JPROPOSEDTEMPORARYOFFSETI X PROPOSED FENCE LOCALIZE ANTENNA 1 3-4" PVC j H - — — — ' H - —LOD- LIMITS OF DISTURBANCE UNDERDRAIN 1 1 - _ ^- _ -- •^- ^- ^- - EXISTING LOCALIZER CRITICAL AREA i 2 2" PVC (EMPTY) - - - - - - - - - PROPOSED LOCALIZER CRITICAL300LT AREA 1 I - RO) Ak ~__ EXISTING RUNWAY OBJECT FREE AREA 300' TYP / EXISTING RUNWAY SAFETY AREA EXISTING UNDERGROUND ELECTRICRS — — — — RSA _ -- _ - --RSA— — — — — —RSA- — — — — RS — — — —RSA — — — — RSA — — — RSA— : 2-2—"PV—C RSA — — RSA - — — RS — — — — — —RSA — — — — RSA RSA RSARSA 2 PROPOSED UNDERGROUND ELECTRICUGEBYUTILITY) EMPTY) /// ' i - — — — - PROPOSED CONDUIT & CABLE i.. _ _...--.-,..-...._ .---...-..---.---_--.,-,---....... -- y .-..-,-..-,.--,...........,.--__.- .., --,--..-.. --„-,-......,..,...-.-3. ..-,-.-,-„,---.,.w .. ...-.. -__ --.-----e.->.A,- .- ,n,..,x . ._. ... a... , ...r-. _ - _, , - ,., ..,, ,_., ,.,w z,,, PROPOSED AGGREGATE ROAD I 6 PROPOSED EC -2 MATTING i I P P - 3 MATTINGRMA 1150' LT _ // 150' LT O OSED EC i EXISTING LOCALIZER CRITICALAREA - -- -- - ---- -- _. 240' 250' NOTES: I 1. STATIONS AND OFFSETS ARE REFERENCED TO i--------------- BASELINE UNLESS OTHERWISE NOTEDiYew ---------`Ta5'1 ----- Y SOW Y OVJ 0V1 Y OW Y OW Ow Y TO Vi E "R” U a.._r._._...._. ...._.. _-. ---_ ..- _ ._-_..__.__..______---._ _ _.__.-__ _ -._ 2. EARTHWORK PRICE SHALL REFLECT OPTION 1i i RUNWAY 3-21 LF6,0011 x 150') GRADES. i 3. THE LUMP SUM PRICE BID FOR THE MARK 20 LOCALIZER SYSTEM SHALL INCLUDE THEBASELINER LOCALIZER ANTENNA ARRAY, LOCALIZER 1 52-00 54+00 56+00 58-00 660+00 I 62+00 64-00 66+00 ' 8+0 SHELTER (INCLUDING EQUIPMENT RACKS, i — +--------- --+ ------+-------------------+---- ----•+--------+- ----------+--- -------+ ELECTRONIC EQUIPMENT, ENVIRONMENTAL i CONTROLS, LIGHTING, AND ELECTRICAL), DME i ANTENNA, OBSTRUCTION LIGHTS, INSTALLATION a AND ANCHORING OF THE ANTENNAS AND SHELTER, ALL NECESSARY HARDWARE FOR A COMPLETED INSTALLATION; ALL HANDHOLES, i CONDUIT, AND CABLING TO CONNECT THE6 ANTENNAS TO THE SHELTER AND CONNECTION i .... Y O W _ Y Ow Y[ODW Y O W O W _____ _ ___ _ _. ____._ _ _ ____ Y D W___-__.____.__._.Y Ow e W Y o W Y OF THE ANTENNA TO THE EXISTING MONITORING SYSTEM. THE LUMP SUM PRICE i SHALL ALSO INCLUDE FINE GRADING OF THE Uj ANTENNA AND SHELTER SITES, CONCRETE i + FOUNDATIONS, AGGREGATE BASE COURSE, EXISTING VAST w AND INCIDENTAL MATERIALS FOR A COMPLETEDXf h50' RT' ' 150' RT INSTALLATION. THE COMPLETED0 - - LOCALIZER/DME INSTALLATION SHALL BE ABLE I O X * TO PASS AN FAA FLIGHT CHECK AND Q COMMISSIONING. o_---------------------------------------- __.---_._--- --- ,,.,- - -. ...,...... , a.. -. 60 0 60 120 Y 50 50 52 00 53-50 55.-,-00 56-50 58-00 59-50 61-,-00 62 50 64-00 65-50 67 00 SCALE: 1"=60' FEET AAAAIP NO. JOB NO. P oF CONSTRUCT RW 3 OFFSET LOCALIZER NON-AIP VA 08107 9711 Farrar Court, Suite 100 DRAWN BY: SHEET Richmond, Virginia 23236CLDELTAIRPTWMESUSAN 0.026212 ~ ELECTRICAL LAYOUT 5LIC. N0.026212 DESIGNED BY: CF 4 DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09 phone: (804) 275-8301 fax: (804) 275-8371 ,off (QI ` w PJW OF 6 2 ADDENDUM NO. TWO (2) GSS GSS 11/6/08 www • d e I t a a i r p o r t. c o m CONSULTANTS, INCo °s ([ cs SIONAL CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 19RNO. REVISIONS BY APP. DATE 1 -60 OCTOBER 2008 _ F 50 34-00 35-50 36-00 38-50 40+00 41+50 43 00 44-50 6-00 47+50 I 49 00-- 7 9tCETCEMETERY -... M 900 LT i- Ico t. I \ I SHEET KEY 750' LT __.____ . .._....__..__...... - . . 750 LT LEGEND 3 I I I \ I X 918.33 EXISTING SPOT ELEVATION L y + 905.44 PROPOSED SPOT ELEVATION ASOS ~* 1-____ J I (.; :-__;j EXISTING AIRFIELD GUIDANCE SIGN x / I i 40j C) EXISTING RUNWAY LIGHT EXISTING TAXIWAY LIGHT 600' LT -_-- _ - - I _- - __ __ _ _ _. - -____ _.-_"-.___.______-_...__---____._-._-..__._.__---____.____ 600_ LT EXISTING PULLCAN w--.•-"•-.w,...-...-- EXISTING TREE LINE I ti 2 PROPOSED TWO UNIT PULLCAN PLAZA CIO W J a PROPOSED ELECTRICAL HANDHOLE LU INLET PROTECTION W I CE CONSTRUCTION ENTRANCE PRIM RY SURF CE I I ODC DUST CONTROL TEMPORARY SEEDING I 1 _ _ _ - - - - -- - P$ PERMANENT SEEDING 777- 7-7 WBL COUNTY WATER PROTECTION ORDINANCE 450' LT B _. _. _ . _ - - - - ---- - ---- - -- -.._ _ -- - - __._._ - - - - •- - - - - - - - .. __ ----- - -- - - 1 BUFFERSH450L EXISTINGEXISTING DITCH t13 I + CE W EXISTING DIVERSION DIKE LU PROPOSED DIVERSION DIKE 1 .__-.__ ---- _-_ _..__.- --__ __ kOFA.___._ ._.__.. .____.._ -----ROF,,:.----E-"_ ___-- ------ ---- ROFA----- -----_ -_-- --"---"--ROFA- -__ _._.- ---- ----RFA---- ___ _-_ .--"-ROFA----_ _-----_ .--- ROFA _ _ ____ _.._.... OFA ----___RDFA_--. __---- _._...- _____ ____RQFA---__. .--._- - -._. ._..__ ___RUFA____ --_ _ - -R©hA- c__.....___.._- EXISTING FENCE F` EXISTING AIRPORT PERIMETER ROAD I Z F----.__-•_--- 1 I I " PROPOSED FENCE LOD— LIMITS OF DISTURBANCE 1 UNDERDRAIN 1 I 1 I I -^ ^ •^ °^ ^ - EXISTING LOCALIZER CRITICAL AREA1 1 I300'LT- - - - - - - - - - PROPOSED LOCALIZER CRITICAL CAL AREA EXISTING RUNWAY OBJECT FREE AREA JGf — --UGf - {/Gf - ------U E--- UhE ------ UGF_ -UGf UGE — ----}—"UGE--.-----. h ,--_----- EXISTING RUNWAY SAFETY AREAUGE----"_...__ , 300' TYP U riL_.. 2-2" PVC (EMPTY) I `JI[CH)l U —UGE— --E -- - --- - - EXISTING UNDERGROUND ELECTRIC RSA-- ----RS --- - - -RSA ---- - -----RSA - -- -- -- ~T7 SA RSA RSA - R5 RSA -- RS/A I RSA RSA --- RSA —RSA RSA -- - -- -- RSA - RSA --- -- - ---- RSA PROPOSED UNDERGROUND ELECTRIC I (BY UTILITY) PROPOSED CONDUIT & CABLE2-2" PVC (EMPTY] I I 2-2" PVC (EMPTY) /w 1 I PROPOSED AGGREGATE ROAD I PROPOSED EC -2 MALTING 1 I I = PROPOSED E- A1 -- C 3 MATTING I I , 150' LT _._. .._.- _ 150 LT 240' I I NOTES: 1 / 1. STATIONS AND OFFSETS ARE REFERENCED TO 1 BASELINE "R" UNLESS OTHERWISE NOTED. wowO VV ViWO1Nticowcn 4UCV n a WvxwiwwwowWOW _ ----_____..___.._._.-._- I 1 _ _ _ _ _ _ _ _ _ _ _ _ -------- 2. EARTHWORK PRICE SHALL REFLECT OPTION 1 I GRADES. RUNWAY 3-21 (6,001' 150') I - - _ - - - - 3. THE LUMP SUM PRICE BID FOR THE MARK 20 BASELINE "R" LOCALIZER SYSTEM SHALL INCLUDE THE LOCALIZER ANTENNA ARRAY, LOCALIZER 300' SHELTER (INCLUDING EQUIPMENT RACKS, 34 00 36+00 38+00 40 00 X42+00 44+00 46 00 48+00 50+00 ELECTRONIC EQUIPMENT, ENVIRONMENTAL CONTROLS, LIGHTING, AND ELECTRICAL), DME 2-2" HDPE D RECTIONAL BORE I ANTENNA, OBSTRUCTION LIGHTS, INSTALLATION EMPTY) AND ANCHORING OF THE ANTENNAS AND SHELTER, ALL NECESSARY HARDWARE FOR A COMPLETED INSTALLATION; ALL HANDHOLES, CONDUIT, AND CABLING TO CONNECT THE ANTENNAS TO THE SHELTER AND CONNECTION OF THE ANTENNA TO THE EXISTING N(w --Waw--- wo -------------- wow wow..__..__T--W w W[ , _ wow wow w0Uv MONITORING SYSTEM. THE LUMP SUM PRICE SHALL ALSO INCLUDE FINE GRADING OF THE ANTENNA AND SHELTER SITES, CONCRETE tJe FOUNDATIONS, AGGREGATE BASE COURSE, 190 AND INCIDENTAL MATERIALS FOR A COMPLETED 150' RT INSTALLATION. THE COMPLETED 15 'RT _ _ _._. _ _ _ - _ _.__.__.____..._.-_ ..-.---_-_______,-______________-___.___..____._.______.._ LOCALIZER/DME INSTALLATION SHALL BE ABLE 00 _ _.___.. _ _ _._ _ _ -_ - .- _._ _..- _ o TO PASS AN FAA FLIGHT CHECK AND 195'f TO ELECTRICAL 2-2 VC (EMPTFY) Q COMMISSIONING. Q HANDHOLE AT TAXIWAY "A" Go f- 060 0 60 120 lopi mSCALE: 1 "=60' FEET w 32-r50 34 00 35 50 36 00 38 50 40 00 41 50 43+00 44+50 46+00 47 50 49 00 AL H CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. 0 NON-AIP VA 08107 9 711 Farrar Court, Suite 100 ° DRAWN BY: SHEET WME Richmond, Virginia 23236 DELTA T aSSANE. 026212W ELECTRICAL LAYOUT DESIGNED BY: IRPOR 6LIC. N0.026212 phone: (804) 275-8301 • fax: (804) 275-8371 INCe o 1611 16r w PJW OF CID www.deItaairport.com 4 DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09 CONSULTANTS, s G SCALE: DATE: SZONAL S CHARLOTTESVILLE-ALBEMARLE AIRPORT ,.bo' OCTOBER 2008 19 X NO. REVISIONS BY APP. DATE d I I I v y Y t I t. I \ I SHEET KEY 750' LT __.____ . .._....__..__...... - . . 750 LT LEGEND 3 I I I \ I X 918.33 EXISTING SPOT ELEVATION L y + 905.44 PROPOSED SPOT ELEVATION ASOS ~* 1-____ J I (.; :-__;j EXISTING AIRFIELD GUIDANCE SIGN x / I i 40j C) EXISTING RUNWAY LIGHT EXISTING TAXIWAY LIGHT 600' LT -_-- _ - - I _- - __ __ _ _ _. - -____ _.-_"-.___.______-_...__---____._-._-..__._.__---____.____ 600_ LT EXISTING PULLCAN w--.•-"•-.w,...-...-- EXISTING TREE LINE I ti 2 PROPOSED TWO UNIT PULLCAN PLAZA CIO W J a PROPOSED ELECTRICAL HANDHOLE LU INLET PROTECTION W I CE CONSTRUCTION ENTRANCE PRIM RY SURF CE I I ODC DUST CONTROL TEMPORARY SEEDING I 1 _ _ _ - - - - -- - P$ PERMANENT SEEDING 777- 7-7 WBL COUNTY WATER PROTECTION ORDINANCE 450' LT B _. _. _ . _ - - - - ---- - ---- - -- -.._ _ -- - - __._._ - - - - •- - - - - - - - .. __ ----- - -- - - 1 BUFFERSH450L EXISTINGEXISTING DITCH t13 I + CE W EXISTING DIVERSION DIKE LU PROPOSED DIVERSION DIKE 1 .__-.__ ---- _-_ _..__.- --__ __ kOFA.___._ ._.__.. .____.._ -----ROF,,:.----E-"_ ___-- ------ ---- ROFA----- -----_ -_-- --"---"--ROFA- -__ _._.- ---- ----RFA---- ___ _-_ .--"-ROFA----_ _-----_ .--- ROFA _ _ ____ _.._.... OFA ----___RDFA_--. __---- _._...- _____ ____RQFA---__. .--._- - -._. ._..__ ___RUFA____ --_ _ - -R©hA- c__.....___.._- EXISTING FENCE F` EXISTING AIRPORT PERIMETER ROAD I Z F----.__-•_--- 1 I I " PROPOSED FENCE LOD— LIMITS OF DISTURBANCE 1 UNDERDRAIN 1 I 1 I I -^ ^ •^ °^ ^ - EXISTING LOCALIZER CRITICAL AREA1 1 I300'LT- - - - - - - - - - PROPOSED LOCALIZER CRITICALCAL AREA EXISTING RUNWAY OBJECT FREE AREA JGf — --UGf - {/Gf - ------U E--- UhE ------ UGF_ -UGf UGE — ----}—"UGE--.-----. h ,--_----- EXISTING RUNWAY SAFETY AREAUGE----"_...__ , 300' TYP U riL_.. 2-2" PVC (EMPTY) I `JI[CH)l U —UGE— --E -- - --- - - EXISTING UNDERGROUND ELECTRIC RSA-- ----RS --- - - -RSA ---- - -----RSA - -- -- -- ~T7 SA RSA RSA - R5 RSA -- RS/A I RSA RSA --- RSA —RSA RSA -- - -- -- RSA - RSA --- -- - ---- RSA PROPOSED UNDERGROUND ELECTRIC I (BY UTILITY) PROPOSED CONDUIT & CABLE2-2" PVC (EMPTY] I I 2-2" PVC (EMPTY) /w 1 I PROPOSED AGGREGATE ROAD I PROPOSED EC -2 MALTING 1 I I = PROPOSED E- A1 -- C 3 MATTING I I , 150' LT _._. .._.- _ 150 LT 240' I I NOTES: 1 / 1. STATIONS AND OFFSETS ARE REFERENCED TO 1 BASELINE "R" UNLESS OTHERWISE NOTED. wowOVV ViWO1Nticowcn4UCV n a WvxwiwwwowWOW _ ----_____..___.._._.-._- I 1 _ _ _ _ _ _ _ _ _ _ _ _ -------- 2. EARTHWORK PRICE SHALL REFLECT OPTION 1 I GRADES. RUNWAY 3-21 (6,001' 150') I - - _ - - - - 3. THE LUMP SUM PRICE BID FOR THE MARK 20 BASELINE "R" LOCALIZER SYSTEM SHALL INCLUDE THE LOCALIZER ANTENNA ARRAY, LOCALIZER 300' SHELTER (INCLUDING EQUIPMENT RACKS, 34 00 36+00 38+00 40 00 X42+00 44+00 46 00 48+00 50+00 ELECTRONIC EQUIPMENT, ENVIRONMENTAL CONTROLS, LIGHTING, AND ELECTRICAL), DME 2-2" HDPE D RECTIONAL BORE I ANTENNA, OBSTRUCTION LIGHTS, INSTALLATION EMPTY) AND ANCHORING OF THE ANTENNAS AND SHELTER, ALL NECESSARY HARDWARE FOR A COMPLETED INSTALLATION; ALL HANDHOLES, CONDUIT, AND CABLING TO CONNECT THE ANTENNAS TO THE SHELTER AND CONNECTION OF THE ANTENNA TO THE EXISTING N(w --Waw--- wo -------------- wow wow..__..__T--W w W[ , _ wow wow w0Uv MONITORING SYSTEM. THE LUMP SUM PRICE SHALL ALSO INCLUDE FINE GRADING OF THE ANTENNA AND SHELTER SITES, CONCRETE tJe FOUNDATIONS, AGGREGATE BASE COURSE, 190 AND INCIDENTAL MATERIALS FOR A COMPLETED 150' RT INSTALLATION. THE COMPLETED 15 'RT _ _ _._. _ _ _ - _ _.__.__.____..._.-_ ..-.---_-_______,-______________-___.___..____._.______.._ LOCALIZER/DME INSTALLATION SHALL BE ABLE 00 _ _.___.. _ _ _._ _ _ -_ - .- _._ _..- _ o TO PASS AN FAA FLIGHT CHECK AND 195'f TO ELECTRICAL 2-2 VC (EMPTFY) Q COMMISSIONING. Q HANDHOLE AT TAXIWAY "A" Go f- 060 0 60 120 lopi mSCALE: 1 "=60' FEET w 32-r50 34 00 35 50 36 00 38 50 40 00 41 50 43+00 44+50 46+00 47 50 49 00 AL H CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. 0 NON-AIP VA 08107 9 711 Farrar Court, Suite 100 ° DRAWN BY: SHEET WME Richmond, Virginia 23236 DELTA T aSSANE. 026212W ELECTRICAL LAYOUT DESIGNED BY: IRPOR 6LIC. N0.026212 phone: (804) 275-8301 • fax: (804) 275-8371 INCe o 1611 16r w PJW OF CID www.deItaairport.com 4 DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09 CONSULTANTS, s G SCALE: DATE: SZONAL S CHARLOTTESVILLE-ALBEMARLE AIRPORT ,.bo' OCTOBER 2008 19 X NO. REVISIONS BY APP. DATE d 14-50 16+00 17 50 19 00 20-50 r 2 00 23 50 25 00 26 5 28 00 29 50 3 00 i , LAG ON ' AVIONICS SPECIALTI S, INC. ` 900' Ll'""_.. ____.____.___ _.__ 900' LT x j 6 5 Yrs` SHEET KEY 750' LT r LEGEND x 918.33 EXISTING SPOT ELEVATION 905.44 PROPOSED SPOT ELEVATION Y j EXISTING AIRFIELD GUIDANCE SIGN 6-r.i EXISTING RUNWAY LIGHT l `' ;, ' r, EXISTING TAXIWAY LIGHT EXISTING AIRPORT PERIMETER ROAD , - G, EXISTING PULLCAN 600' L __ _ _._ _. __._ . _ _. 600' LT r. EXISTING TREE LINE 4i O PROPOSED TWO UNIT PULLCAN PLAZA uJ PROPOSED ELECTRICAL HANDHOLE I1J INLET PROTECTION 4, CE CONSTRUCTION ENTRANCE PRIMARY SURFACE J DC DUST CONTROL 41 V TS TEMPORARY SEEDING UGELIGE- -.._----liC H Q PS PERMANENT SEEDING LIGE - COUNTY WATER PROTECTION ORDINANCE eff 450' LT —WBL BUFFERS - UGF — lG EXISTING DITCH GLIDE SLOPE CRITICAL AREA `, E EXISTING DIVERSION DIKE 1 W ___ _ --..---_ - ___ _ __._. _ __. .__. __. -_.. _ PROPOSED DIVERSION DIKE 4' RCtFA -._ ._. .___ __ ..__.._ __...---...--R(JFA ___-_. _.____. .__ ___-- _._-- . _._...._._RDFA- .____ ..__ __.._-- _ .._ ._.___-Rl1FA-___-__ _.___-- --__-_ _.___._ .__-- OFA------ ------- ---- --- ----RDFA---_ ._-_ .___.-- RDFA ROFA ROFA ._ ._.. __-__- RO A- ____---__._-.----_.-ROhA -- -- -RDFA- _ _ _. _ _..__ _ROF A - -RDI-A- - -- _ .-RfFA _ .Dr A EXISTING FENCE i X PROPOSED FENCE E___—._.___E________..__._F._.________._t_..____._____.F.___.____._____•____.__.______.E ______..'_._._..---___.,_.___ _.____v___._..__.—F___.___._____..E:.__.._____--E----_..----E.___.._.__...__E—____.____._F_._-----.____E___F--_.__._____._.•___._-_____`_•:,c\ __a....-___......_.. ___:_ ._-._..___..,f W LOD— LIMITS OF DISTURBANCE C/4Gt------- UNDERDRAIN EXISTING LOCALIZER CRITICAL AREA W 300'Ll' 300' LT --------- PROPOSED LOCALIZER CRITICAL AREA A -.-_----- - -- 2 ~ ~ - ROfk- EXISTING RUNWAY OBJECT FREE AREA c 300' TMP - -"-__" RSA EXISTING RUNWAY SAFETY AREA 114-71 2-2" PVC (EMPTY) RSA --- RSA --- - --RS RSA- - RSA- -- ----RSA -- - -"+ _ - RSA RSA ---- SA RSA- -RSA ___RSA -._.__ SA ----_-.._._ _ __.. ___. _._'4A.____.__..______._ _._ _.._._ _ t- EXISTING UNDERGROUND ELECTRIC 2 _ - _ —LIGE PROPOSED UNDERGROUND ELECTRIC BY UTILITY) PROPOSED CONDUIT & CABLE EXISTING GLIDE SLOPE PROPOSED AGGREGATE ROAD PROPOSED EC -2 MATTING I i PROPOSED MATTING i 150'Ll _ -__ i _ _ _ _. _._._._._ -._-_- - _ _ 1.50' LT 240' NOTES: 1. STATIONS AND OFFSETS ARE REFERENCED TO WO Y WO Y vv a Y w o Y WO Y w o Y WO Y vv o Niv BASELINE R UNLESS OTHERWISE NOTED. 2.EARTHWO RK PRICE SHALL REFLECT OPTION 1 GRADES. RUNWAY 3-21 (6,001' x 150') 3. THE LUMP SUM PRICE BID FOR THE MARK 20MBASELINE "R" I LOCALIZER SYSTEM SHALL INCLUDE THE l LOCALIZER ANTENNA ARRAY, LOCALIZER 16-00 18+00 20+00 22-00 24•++00 26+00 I 28-00 30+00 32+00 SHELTER (INCLUDING EQUIPMENT RACKS, F-- ------- - -+ ELECTRONIC EQUIPMENT, ENVIRONMENTAL CONTROLS, LIGHTING, AND ELECTRICAL), DME ANTENNA, OBSTRUCTION LIGHTS, INSTALLATION AND ANCHORING OF THE ANTENNAS AND SHELTER, ALL NECESSARY HARDWARE FOR A COMPLETED INSTALLATION; ALL HANDHOLES, CONDUIT, AND CABLING TO CONNECT THE ANTENNAS TO THE SHELTER AND CONNECTION OF THE ANTENNA THE EXISTINGSTING w o Y w Y W G Y W O Y vv C9 Y VV o Y Uv Ci Y , q Y `vo w MONITORING SYSTEM. THE LUMP SUM PRICE SHALL ALSO INCLUDE FINE GRADING OF THE ANTENNA AND SHELTER SITES, CONCRETE AGGREGATE BASE COURSECs FOUNDATIONS, , AND INCIDENTAL MATERIALS FOR A COMPLETED 150 R 150 RT INSTALLATION. THE COMPLETED LOCALIZER/DME INSTALLATION SHALL BE ABLE C) TO PASS AN FAA FLIGHT CHECK AND ao COMMISSIONING. o Q 0 3 60 0 60 120 07 14-50 160-00 17-50 19 00 20T50 22 00 23T50 25 00 26-50 28 00 29 50 31-00 SCALE: 1"=60' FEET Y A-TH 0 CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 00 9 711 Farrar Court, Suite 100DELTA TIRPORG' DRAWN BY: SHEET Richmond, Virginia 23236 wnnE 9 SUSAN E. WINSLOW ELECTRICAL LAYOUT T Cl LIC. NO. 026212 DESIGNED BY: phone: (804) 275-8301 • fax: (804) 275- 8371s& d 10/ 3` 4 P.lw OF A44 IIILNwww.deItaairport. comINCo ssl ( ti SCALE: DATE: U_ CONSULTANi OVAL CHARLOTTESVILLE-ALBEMARLE AIRPORT 19 x NO. REVISIONS BY APP. DATE 1.=60' OCTOBER 2008 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT THE CHARLOTTESVILLE-ALBEMARLE AIRPORT IS TO INSTALL A TEMPORARY OFFSET LOCALIZER ANTENNA FOR THE RUNWAY 3 ILS. THIS FACILITY IS TO REMAIN IN PLACE UNTIL THE PERMANENT LOCALIZER HAS BEEN INSTALLED AND IS OPERATIONAL. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE PROJECT SITE IS AN AREA OF MODERATE TO STEEPLY SLOPING TERRAIN, APPROXIMATELY 5 ACRES IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO DENSE GRASS. AREAS TO BE DISTURBED CAN BE DESCRIBED AS PREVIOUSLY DEVELOPED OPEN GRASS AREAS WITH SLOPES RANGING FROM FLAT TO AS STEEP AS 3:1. AS DEFINED BY ALBEMARLE COUNTY, CRITICAL SLOPES (I.E. UNDEVELOPED SLOPES STEEPER THAN 4:1), ARE NOT ANTICIPATED TO BE DISTURBED. ALL SLOPES GREATER THAN 4:1 WERE CONSTRUCTED AS PART OF AN APPROVED SITE PLAN. 3. ADJACENT PROPERTY THE CHARLOTTESVILLE-ALBEMARLE AIRPORT IS LOCATED WITHIN ALBEMARLE COUNTY, VIRGINIA APPROXIMATELY SEVEN MILES NORTH OF THE CITY OF CHARLOTTESVILLE. THE AIRPORT IS BOUNDED ON THE SOUTH AND EAST BY STATE ROUTE 606 AND ON THE WEST BY STATE ROUTE 743 AND RESIDENTIAL AREAS PREDOMINATELY ZONED RA (RURAL AREAS). THE SITE OF PROPOSED CONSTRUCTION IS WITHIN THE BORDERS OF THE AIRPORT PROPERTY. 4. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: 46 - ASHE LOAM, 2 TO 7 PERCENT SLOPES, GENTLY SLOPING, AND SOMEWHAT EXCESSIVELY DRAINED. PERMEABILITY IS MODERATELY RAPID, SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE. 14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES, STRONGLY SLOPING, AND WELL DRAINED. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, WELL DRAINED, AND GENTLY SLOPING. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS MODERATE. 36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY SLOPING. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36D - HAYESVILLE LOAM 15 TO 25 PERCENT SLOPES, WELL DRAINED AND MODERATELY STEEP. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY SLOPING. PERMEABILITY IS MODERATE, SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES. PERMEABILITY RANGES FROM MODERATELY RAPID TO SLOW, SURFACE RUNOFF IS MEDIUM TO VERY RAPID. THE HAZARD FOR EROSION IS MODERATE TO VERY SEVERE. S. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS AND THE PROPOSED FILL SLOPES ASSOCIATED WITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE. TEMPORARY SEDIMENT TRAPS AND OTHER SEDIMENT TRAPPING DEVICES SHALL BE USED TO INTERCEPT SEDIMENT LADEN WATER PRIOR TO LEAVING THE PROJECT SITE. EXTREME CARE SHALL BE TAKEN TO PROTECT THE DOWNSTREAM WETLANDS AND WATERWAYS. 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 PR( MS l WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOS c. PERMANENT SEEDING C ALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZE . MS3) d.TIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. d.(= e. SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION 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 SUCHAS S SAND DIVERSIONS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTAL (ME & 5) J A Dad 0U 5 00 u U N o o0 z 4 DELETE EXCAVATION, ADD BIOFILTERS WME SEW 10/16/09 U_ x NO. REVISIONS BY APP. DATE f. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION (VESCH STANDARD SPECIFICATION 3.29). SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY T CTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTE . (MS -7) 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 (VESCH STANDARD SPECIFICATION 3.02). 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 CONSTRU AINTAIN ALL OF THE TEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLAN (MS -17) 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 AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER (MS -18) 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 OTH EATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION (MS -10) I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE ALBEMARLE COUNTY EROSION CONTROL OFFICER AND POST THE REQUIRED EROSION CONTROL BOND. 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 SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. o. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (STANDARD SPECIFICATION 3.10), "TEMPORARY FILL DIVERSION" AT THE TOP OF EACH UNPROTECTED FILL SLOPE FOR THE DURATION OF THE PROJECT. THE TEMPORARY FILL DIVERSION SHALL DIVERT THE STORM WATER RUNOFF TO AN APPROPRIATE SEDIMENT TRAPPING DEVICE IF LADEN WITH SEDIMENT. p. RUNOFF FROM DISTURBED AREAS SHALL BE DIVERTED BY MEANS OF TEMPORARY FILL DIVERSIONS STANDARD SPECIFICATION 3.10) TO SEDIMENT TRAPS AS SHOWN ON THE PLANS. q E OANEWLY CO SITZUCT-`DST05RYVIWAIEF'C SNVEYANCE`C iA CIN LSYA tE`VIAvDE''O EI'A IONAL ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANAENT CHANNEL LINING SHALL BE INSTALLED IN BOTH CONVEYANCE CHANNEL AND RECEIVING CHANNEL (MS -11). r CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL. FLUME OR SLOPE DRAIN STRUCTURE (MS -8). s. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR < PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR < THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON < SITE (MS -2). It. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING < STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA (MS -16): < a) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OT BOTH, AND DISCHARGES IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d) RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. e) APPLICABLE SAFETY REGULATIONS SHALL BE COMPILED WITH. f 7. STRUCTURAL PRACTICES a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. b. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. c. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. d. CULVERT INLET PROTECTION - 3.08 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. e. TEMPORARY DIVERSION DIKE - 3.09 THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DIVERSION DIKE SHALL SERVE TO DIVERT SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE. f. TEMPORARY FILL DIVERSION - 3.10 THIS DEVICE SHALL BE INSTALLED AS ORDERED BY THE ENGINEER ALONG THE TOP SLOPE OF ACTIVE FILL EMBANKMENTS TO DIVERT RUNOFF AWAY FROM UNPROTECTED FILL SLOPES. g. TEMPORARY SEDIMENT TRAP - 3.13 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. h. TEMPORARY SLOPE DRAINS - 3.15 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DEVICE SHALL CONSIST OF FLEXIBLE TUBING INSTALLED TO CONVEY RUNOFF FROM THE TOP TO THE BOTTOM OF A DISTURBED SLOPE WITHOUT CAUSING EROSION ON OR BELOW THE SLOPE. I. OUTLET PROTECTION - 3.18 RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER TO REDUCE EROSION AND UNDER -CUTTING AT NEWLY INSTALLED OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS. j. CHECKDAMS - 3.20 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. B. VEGETATIVE PRACTICES a. SURFACE ROUGHENING - 3.29 SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF THE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLY ROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. b. TOPSOIL STOCKPILE - 3.30 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. c. TEMPORARY SEEDING - 3.31 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. f. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION. 110. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901 AND T-908. Dill AINTENANCE 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. d.. ALL SEDIMENT TRAPS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT. THE CONTRACTOR SHALL PROMPTLY REMOVE BUILT" UP SEDIMENT WHEN IT REACHES THE STAKES SET AT THE CLEANOUT ELEVATION AND AT THE END OF THE PROJECT. e. THE INLET PROTECTION DEVICES SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. DELTA IRPORT CONSULTANTS, INC. LTH USAN E. WINSLOW LIC. No. 026212 o SIGNAL ti ti SEQUENCE OF CONSTRUCTION: 1. INSTALL SILT FENCE AND INLET PROTECTION DOWNSTREAM OF WORK AREAS 2. INSTALL SEDIMENT TRAPS, DIVERSION DIKES, ETC. 3. EXCAVATE TRENCHES a. EXCAVATED MATERIAL IS TO BE PLACED ON THE UPSTREAM SIDE OF THE TRENCH. b. NO MORE THAN 500 LF OF OPEN TRENCHING SHALL BE PERMITTED AT ANY ONE TIME 4. STRIP TOPSOIL 5. PLACE EMBANKMENT a. BORROW TO BE OBTAINED FROM APPROVED SITES b. ELECTRICAL VAULT SITE: WPO 2008-00053 c. RUNWAY EXTENSION PHASE 1A SITE: WPO 2008-00059 6. INSTALL LOCALIZER AND LOCALIZER EQUIPMENT 7. TOPSOIL SITE 8. PERMANENTLY STABILIZE DISTURBED AREA 9. ONCE STABILIZED, AS DEFINED BY ALBEMARLE COUNTY E&S INSPECTOR, REMOVE E&S MEASURES CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. NON-AIP EROSION & SEDIMENT DRAWN BY: WME CONTROL NOTES DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AI T SCALE: DATE: NONE OCTOBER 2008 JOB NO. VA 08107 SHEET 8 OF 19 TYPICAL TREATMENT - > TYPICAL TREA TMENT-2 MINIMUM TOP WID TH W TEMPORARY DIVERSION DIKE SOIL STABILIZATION BLANKET) SOIL STABILIZATION INS TALLA TION CRITERIA MATTING INSTALLATION REQUIRED FOR SEDIMENT SOIL STABILIZATION MATTING SHALL BE TRA P EMBA NKMEN TS USED IN CONJUNCTION WITH RIPRAP Compacted Soil ANCHOR SLOT AT OUTLET END OF PIPE. NOTES . . . ACCORDING TO HEIGHT OF APPROXIMATELY 200 STAPLES REQUIRED 4 p 18 min. LL. PER 100 SO. YDS. OF MATERIAL RO ANCHOR SLOTS JUNCTION SLOTS ' ,,,,, EMBANKMENT (FEET) .-Florrrr„ r,rrr,irrrrr CHECK SLOTS TO BE BURIED 6" TOO 12". •'''•''•'•''''''''u''•'''•'• _ A[Iflf 12" MAX. 4:1 OR FLATTER 11 ll 111124 6' MAX. STEEPER THANIIIIII I -111111 Willi 911111 KE I - i i 111JUNCTIONSLOT - - EDGE AND END JOINTS r CHECK SLOT' TO BE SNUGLY ABUTTED WI , - 4.rJ min. JUTE MESH WILL HAVE I - r 0TERMINALFOLDSTAPLEDLAPJOINTINI I I \ \ H LIEU OF EDGE JOINT) I I I I ENTRENCH EDGES MATERIAL EES H LAP JOINT 2" MIN. \ \ JUTE MESH ONLY) I I I \ / -------------------- 2.0 1.0 2.0 1.5 0.5 2.0 TAMP FIRMLY 2.5 1.5 2.5FANCHOR5' MAX. 4:1 OR FLATTER I ' / 3' MAX. STEEPER THAN 4:1 I I I 3.0 2.0 2.5 2" I CHECK SLOTS TO BE - li N 3.5 2.5 3.0 I , CONSTRUCTED AS PER I 5 H O H 4.0 3.0 3.0 6" TO 12" I I I I I I MANFACTURERS RECOMMENDATIONS. TIE 1 1'-2' - - 5.0 4.0 4.5 SOURCE: VA. DSWC PLATE 3.09-1 I I I I CHECK SLOT EXCAVATED AREA I I I I TRANSVERSETEMPORARY FILL MAX. DEPTH 4' 1" TO 2" ACLOSED CHECK SLOT TAMP CHECK SLOT ORIGINAL DIVERSION 2" FIRMLY FLOW 6"-$" GROUND r I VAR. VELEV.I AR. I T ., 6" TQ 12" "TO8"MIN PLAN VIEW i= : ` UPSTREAM AND FILL SLOPESTAPLINGDIAGRAMFLOW 1'-2" f-- DOWNSTREAM EARTHEN RIDGETERMINALSOURCE:: VA. DSWC PLATE. 3.13-1CHECKSLOTSATMIN. :-'v • `.,•"• •' ' STAPLE FORMED FROM NO.11 STEEL WIRE. - 6'- .' 8" STAPLE MIN. LENGTH FOR SANDY SOIL. 50' C -C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT REQ.'D WITH ALL r'r COMBINATION"BLANKETS i _ JUNCTION SLOT 1 ;." I IIII I I I I III I IITAMPTERMINALFOLD '•`' '' ' // I I I I) FIRMLY ° , `• •• I I I II12" TAMP FIRMLY t, r- 4 110, I I I II ) IIII 11111 11 1 2 TRANSVERSE a 01211 2" OPEN CHECK SLOT 2' 7 ilii . a SOURCE.. VA. DSWC PLATE 3.10-1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-4 SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION AL B CONSTRUCTION OF A SILT FENCE CONSTRUCTION OF A SILT FENCE 1992 3.15 WITHOUT WIRE SUPPORT) (WITH WIRE S UPP OR TJ TEMPORARY SLOPE DRAIN1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO UPSLOPE ALONG THE LINE OF TRENCH UPSLOPE ALONG THE THE POSTS. TABLE 3.15-A SOURCE: VA. DSWC PLATE. 3.20-2 STAKES. LINE OF POSTS. 6'Mx. SIiZE OF SLOPE DRAIN EARTTEN DIXE PROVIDE Ilan R 0 CK CHECK DAM COMPACTED) PROTl CTION- 7MaximumDrainagePipeDiametereoRRVGATEDMETAL A.r-ga (acrtesl (inches i EXTENSION COLLAR WATERPROOF SEAL A 2 ACRES OR LESS OF DRAINAGE AREA: 0.5 12 c l c I Zl 1 I I 1.5 18 24:1,. FLOW r Jill 2.5 21 g., 3.5 24 APROVIDE3. III II IIII I _ I- 5.0 30 PROTECTIONT o FILTER CLOTH 4" / STANDARD FLARED END SECTION ( OPTIONAL) 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT ( OPTIONAL) 3. - Source: Va. DS1WC (DOWNSTREAM VIEW) TO STAKES AND EXTEND THE EXCAVATED SOIL. FLOW"' IT INTO THE TRENCH. 4' VDOT #1 DikeD_ esh2n COARSE AGGREGATE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SECTION VIEW THE WIRE FENCE AND EXTEND EXCAVATED SOIL. An earthen dike shall be used to I direct stormwater runoff into the temporary slope drain FLOW 21 3' I' IT INTO THE TRENCH. and shall be constructed as set forrth in DIVERSION, Std. & Spec. 3.12. See Plate 3.15-1 NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING for placement of dike in relation Ito the slope drain. WILL CREATE PROBLEMS IIJill 141 I The h a atheighthtofthedike the c n [tneItera of the inlet shall beequal to the diameter of the pipe plus 6 Inches. Where the dikce height is greater than 18 inches at the inlet, it shall be 2-10 ACRES OF DRAINAGE AREA: FLOW - I- ^^ ` `;.;•;: ; , sloped at the rate of 3:1 or flatter tto connect with the remainder of the dike (see Plate 3.15- EARTHEN DIKE111r- III III SHEET FLOW INSTALLATION / v ` _ I v Outlet Protection (COMPACTED) 3:1 6 ' PERSPECTIVE VIEW) % C 5' S' i'' ;'''t 3' I= - The outlet of the slope drain midst be protected from erosion as set forth in OUTLET FILTER CLOTHFLOWt••t••t••t••t••:••t••t••t••t ND+6PROTECTION, Std. & Spec. 3.183. D is" (OPTIONAL) FLOW :...... 3 -MAX. Ti' .t t.s.:.t. :•.tt=t : 7: l: e:1 ,': : .: (: r: •. A A I II Jill '' T (DOWNSTREAM VIEW) B EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CcDnctruction Specifications IIII III II IIIIII- VDOT #1 COARSE AGGREGATE 1. The measure shall be platted on undisturbed soil or well -compacted fill. SECTION A - A FLOW t,1 3' FILTER FABRIC 2. The entrance section shall sslope toward the slope drain at the minimum rate of 1/2- inch per foot. POINTS A SHOULD BE HIGHER THAN POINT B. WIR DRAINAGEWAY INSTALLATION ' 1= 3. _ PLATE. 3.05-1 The soil around and under the entrance section shall be hand tamped in 8 inch lifts , CLASS I RIPRAPFRONTELEVATION) to the top of the dike to prrevent piping failure around the inlet. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ControlSA. DSWC PLATE. 3.05-2 - - - - SOURCE: VA. DSWC PLATE 3.15-1SherwoodandWyant 3.20 ori OB k o w a tiALTH Op G CONSTRUCT RW 3 OFFSET LOCALIZER AIP No. NON-AIP J VA 08107 971 1 Farrar Court, Suite 100 r, C'_ TAR EROSION &SEDIMENT DRAWN BY: WME SHEET Richmond, Virginia 23236 , GARY .S IPLEY 9owtillLIC. O.0 0218 DESIGNED BY: phone: (804) 275-8301 fax: (804) 275-8371 CONSULTANTSINC Cv ! . w4 CONTROL DETAILS PjW OF 3 II www.deItaalrport.com , o ssJo E Gl SCALE: DATE: 19! NO. REVISIONS BY APF. DATE xAL CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE OCTOBER 2008 _. l TEMPORARY SEDIMENT TRAP VARIABLE ABLE* ORIGINAL GROUND El 1.0' w 67 CU. YD./ACRE LU N j SEE PLATE 3.13-1 67 CU. YD./ACRE 4' I \ I MAX EXCAVLATED) ORIGINAL FILTER CLOTH GROUND El COARSE AGGREGATE** CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC EXAMPLE PLAN VIE WS OF BAFFLE LOCATIONS IN SEDIMENT DA SINS D D/2 NO SCALE INFLOW - RISER NORMAL POOL NORMAL POOL NORM' ID/2 L D AFFLI L = TOTAL DISTANCE FROM THE POINT OF INFLOW AROUND THE BAFFLE TO THE RISER. RISER SHEETS OF 4' X 8' X 1/2- EXTERIOR PLYWOOD OR EQUIVALENT II 4' II PLATE. 3.13-2 SOURCE: USDA -SCS SILT FENCE CULVERT INLET PR 0 TE C TION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION FLOW VDOT #3, #357, #5, #56 OR #57 L:UAl AUUKtUAlt TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 1.0' 1.5' SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC J f6 ow r g_ H V.. rL a z 4 DELETE EXCAVATION, ADD BIOFILTERS U_ NO. REVISIONS WME I SEW 10/16/09 BY I APP. I DATE 2.5' CLASS I RIPRAP PLATE. 3.08-1 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com 611 RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. PLATE. 3.14-6 DROP INLET WITH GATE f SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET' PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPIECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTUIRE. GRAVEL SHALL BE VDOT' #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' MIN. A FILTER Cl 6 MINI A SIDE ELEVATION 70' MIN. BI WASHRACK I (OPTIONAL) 10' 12' MIN, VDOT #1 I I ~ POSITIVE DRAINAGE COURSE AGGREGATE 63 TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH INGRESSOFANDEGRESS OPERATION PLAN VIEW EXISTING PAVEMENT 5:1 MOUNTABLE BERM OPTIONAL) T 10' MIN. EXISTING PAVEMENT 10' MIN. SECTION A—A REINFORCED 'D SPACE SECTION B—B DELTA AIRPORT TAN INCe OP SAN E. WINSLOW Y LIC. NO. 026212 1,601 3® www • IONAL TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS QUICK REFERENCE FOR ALL REGIONS" RATE PLANTING DATES SPECIES LBS./ACRE) SEPT. 1—FEB. 15 50/50 MIX OF ANNUAL RYEGRASS LOLIUM MULTI—FLORUM) 50-100 CEREAL (WINTER) RYE SECALE CEREALE) FEB. 16—APR. 30 ANNUAL RYEGRASS 60-100 LOLIUM MULIT—FLORUM) MAY. 1—AUG. 31 GERMAN MILLET 50 SETARIA ITALICA) SOURCE: VA. DSWC DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. F0141111111, 0 TRACKING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. NON-AIP EROSION & SEDIMENT DRAWN BY: WME CONTROL DETAILS DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE OCTOBER 2008 JOB NO. VA 08107 SHEET 10 OF 19 CONNECT 2.5' OUTFALL TO EXISTING CHANNEL O CONNECT TO STRUCTURE E1. CONFIRM EXISTING INVERT PRIOR TO UNDERDRAIN INSTALLATION. 2.5' 15- CONNECT 5' 1.0' 51001 1019111--: 2 s Ili• •• A 141000 PROPOSED CHANNEL_ _ J ORIGINAL GROUND ELEV COARSE AGGREGATE PERFORATED RISER WRAPPED IN FILTER FABRIC elf 45° WYE (SOLID) 2.5' BOTTOM 1.5' SOLID UNDERDRAIN STUB OUT 6" PVC PIPE, @1% SLOPE 8" IN LENGTH AND PLUG CROSS SECTION SEDIMENT TRAP #2 STONE WEIR 1.0' PLAN VIEW CLEANOUT TYP) 6' TOP OF BERM ELEV STONE WEIR r j STATE APPROVED 2 5 BIOFILTER MIX 1.5' VDOT #68 BACKFILL 6" UNDERDRAIN PROFILE VIEW 2.0' CLASS I RIPRAP 1 C•'iG?:1. FILTER CLOTH (TYP) T2 51 45° WYE (SOLID) ORIGINAL GROUND ELEV STATE APPROVED BIOFILTER MIX (TYP) - - CLEANOUT WITH WATERTIGHT CAP SOIL BACKFILL BOTTOM /// /r (TYP) CROSS SECTION BIOFILTER #2 TRAP RETROFIT TO BIOFILTER #2 b$ o - g. N t F LU oQ Z r 4 DELETE EXCAVATION, ADD BIOFILTERS 3LL X NO. REVISIONS NTS WME SEW 10/16/09 BY APP. I DATE 1.5' f PERFORATED UNDERDRAIN @1% SLOPE CONNECT TO SOLID UNDERDRAIN WITH PERFORATED UNDERDRAIN 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www. deltaa i rport.com ill: i lx j-• NTS NOTES: 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-1785. 3. PERFORATIONS SHALL BE 1/4" DIAMETER, 120 DEGREES APART, 1' CENTER TO CENTER SPACING. PIPE SHALL BE INSTALLED WITH PERFORATIONS FACING DOWN. INCOMING CHANNEL Biofilter Floor Dimensions Length . 35 ft Width a 15 ft Area = 525 SF Juniperus spp 0.01 acres Planting Density = 400 stems/ acre Plants Required = 4 Tree to Shurb Ratio = 3:1 Plants Required: COMMON JUNIPER Shrubs = 3 Trees = 1 Due to FAA restrictions on planting trees in airside development, trees will be replaced with 2 shrubs. Plants Provided Due to FAA restrictions on planting trees in airside development, trees will be replaced with 2 shrubs. Final Number of Shrubs = 5 FINAL PLANTING SCHEDULE COMMON NAME SCIENTIFIC NAME NUMBER HEIGHT SYMBOLL HORIZONTAL JUNIPER Juniperus spp 2 1-2 HJ SWEET FERN Comptonia peregrina 2 2-4 SF COMMON JUNIPER Juniperus communis "compressa" 1 3-6 CJ BIOFILTER PLANTING PLAN #2 NTS 1. FINAL UPSTREAM STABILIZATION SHALL BE COMPLETED PRIOR TO MODIFYING THE EXISTING SEDIMENT TRAP. 2. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM THE SEDIMENT TRAP DEWATERING UNDERDRAIN PRIOR TO INSTALLING THE REMAINDER OF THE BIOFILTER UNDERDRAIN SYSTEM. 3. THE CONTRACTOR SHALL REMOVE ALL SILT AND SEDIMENT PRIOR TO BACKFILLING THE PROPOSED BIOFILTER. 4. THE CONTRACTOR SHALL CONTACT THE COUNTY INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. NTS NOTES: 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-1785. Biofilter Floor Dimensions SCIENTIFIC NAME Length - 17 ft Width = 15 ft Area = 225 SF 1-2 0.01 acres Planting Density = 400 stems/ acre Plants Required = 4 Tree to Shurb Ratio = 3:1 Plants Required: 1 Shrubs = 3 Trees = 1 Due to FAA restrictions on planting trees in airside development, trees will be replaced with 2 shrubs. Plants Provided Final Number of Shrubs = 5 FINAL PLANTING SCHEDULE COMMON NAME SCIENTIFIC NAME NUMBER HEIGHT SYMBOL HORIZONTAL JUNIPER Juniperus spp 2 1-2 HJ SWEET FERN Comptonia peregrina 2 2-4 SF COMMON JUNIPER Juniperus communis "compressa" 1 3-6 CJ BIOFILTER PLANTING PLAN #1 NTS DELTA AIRPORT TAN INCo SUSAN E. WINSLOW LIC. NO. 026212 M.SIONAL G ORIGINAL GROUND ELEV COARSE AGGREGATE - PERFORATED RISER WRAPPED IN FILTER FABRIC 45° WYE (SOLID) 2,8' BOTTOM 2.0' STUB OUT 6" PVC PIPE, 8" IN LENGTH AND PLUG 2.5' 1.5' 1' P:- 1.01 W4 go(' 1, L> O FILTER CLASS I 06; 0, CLOTH (TYP) RIPRAP \cy'tiTti ro STD SOLID UNDERDRAIN VDOTVDOT @1% SLOPE CROSS SECTION SEDIMENT TRAP #1 STONE 0 / WEIR ORIGINAL GROUND ELEV STATE APPROVED BIOFILTER MIX (TYP) 0> CLEANOUT WITH WATERTIGHT CAP SOIL\\\ BACKFILL \\\\ TYP)\\ \\\ BOTTOM 1.5' PERFORATED UNDERDRAIN @1% SLOPE CONNECT TO SOLID UNDERDRAIN WITH PERFORATED UNDERDRAIN PLAN VIEW CLEANOUT TYP) 4' TOP OF BERM ELEV A STONE Ili WEIR /r STATE APPROVED 25 / BIOFILTER MIX 1.5' VDOT #68 BACKFILL 6" UNDERDRAIN -J PROFILE VIEW 2.0' CLASS I RIPRAP 1.0' T FILTER CLOTH (TYP) 2.5' 45° WYE (SOLID) CROSS SECTION BIOFILTER #1 TRAP RETROFIT TO BIOFILTER #1 NTS A Ocy57+''b SFOF VDOT STD EW -12 CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET WME DRAINAGE DETAILS 11DESIGNEDBY: OFPJW TE VILLE-ALBEMARLE AIRPORT SCALE: DATE: 19CHARLOTSASSHOWNOCTOBER2008 LOCALIZER CENTERLINE I 1101-01, EAST GEOGRAPHIC 10'-0" — 8'-0" 8'-0" 7'-0" V-0" 8'-0" 6'-0"— REFERENCE POINT CENTER GEOGRAPHIC a REFERENCE PC INT 5' - 9't' 15'-0" a 4'-0" I I II II I DIA x 10' COPPER -CLAD STEEL GROUND ROD 12" MIN BELOW GRADE, EXOTHERMIC WELD TO EES RING (TYP) e o d ° ° d d d c 4 d e 2'-81i a 9'-82' 17'-7" 25'-52' 33'-4" 41'-22' 49'-7" DIRECTION TOWARDS RUNWAY 6'-0" 8'-0" 8'-0" 7'-0" 8'-0" 8'-0" 7 10'-0" WEST GEOGRAPHICTTTTIREFERENCEPOINT g FOUNDATION ° 900 t 0.05° ° ° PIER, TYPICAL m (SEE DETAIL) ° T-6" 010), A , CONTROL JOINT, TYP ° d d a d14 °d ° 2'-8a' 9'-81" 17'-7" ANTENNA SUPPORT STRUCTURE FOUNDATION 25'-52" 33'-4" 41'-221" 49'-7" 4/0 BARE COPPER COUNTERPOISE 4'-011 24" BELOW GRADE ANTENNA/ TYPICAL J 0 g s.. oW 0 Z NO. ox 2" GRS CONDUIT, TRANSITION TO 4" PVC CONDUIT I I I I I 3" GRS CONDUIT, TRANSITION TO 4" PVC CONUU II ° APPROXIMATELY T BEYOND EES RINGAPPROXIMATELY2' BEYOND EES RING I I II I I II e ° ° ° a d d I II II I1` I11 I I #2 BARE COPPER CONDUCTOR FROM GRS CONDUIT TO PERIMETER EES RING, At 10 1 1 EXOTHERMIC WELD BOTH ENDS, TYP u u 4" PVC CONDUIT WITH HELLIAX CABLE TO LOCALIZER SHEELTER ACCESS WELL WITH 3/4" DIA x 10' COPPER -CLAD STEEL GROUND ROD, EXOTHERMIC WELD iI 1 i HANDHOLE 4" PVC CONDUIT WITHI CONTROL GROUND ROD TO EES RING, SEE DETAIL. = I I I I I I CABLE TO LOCALIZER ,SHELTER 4" PVC CONDUIT WITfH POWER CONDUCTORS TO L(OCALIZER SHELTER ANTENNA SUPPORT STRUCTURE LAYOUT CENTER OF ANTENNA SUPPORT STRUCTURE ANCHOR BOLT GROUP, TYP I 0 I n ° 4-0" JLAU PUK kJIMUUIVU 0" IWIREROUTING, TYP I'll 4--011 6 BARE COPPER GROUND FROM LOCALIZER ANTENNA CABLE RACEWAY, _ EXOTHERMIC WELD TO EES RING, TYP REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 fax: (804) 275-8371 www. d e I t a a i rport.corn ANTENNA SUPPORT STRUCTURE REAR ELEVATION LOCALIZER ANTEMA DETAIL NTS DELTA AIRPORT CONSULTANTS, INC. 4 HOOK BETWEEN SLAB AND PIER, TYP OF 8 6" COMPACTED AGGREGATE BASE COURSE 4'-6" SECTION "B - B" 8 - #4 VERTICAL REBAR 5 - #3 HORIZONTAL TIES @ 12" O.C. 3500 PSI CONCRETE, MAINTAIN 3" ALL AROUND PIER REINFORCING STEEL 6" SLAB OF 3500 PSI CONCRETE ON COMPACT BASE, SLOPE 1/8" PER FOOT TO ALLOW RUNOFF, SEE SPECIFICATION P-610 FOR CONCRETE SPECIFICATIONS 4 REBAR @ 12" EACH WAY FOUNDATION PIER SECTION "A - A" 1/2" CHAMFER, TYP ANTENNA SUPPORT STRUCTURE ANCHOR BOLT GROUP NOTE: ALL ANCHOR BOLTS MUST BE LOCATED 11/81, OF DIMENSIONS SHOWN ABOVE. CENTER OF EACH ANCHOR BOLT GROUP MUST BE LOCATED FRONT TO REAR t 1/2" AND SIDE TO SIDE OF t 1/4". LOCALIZER ANTENNA ANTENNA ARRAY CABLE DISTRIBUTION CABINET (TYPICAL OF 14) LOCALIZER ANTENNA CABLE RACEWAY ANTENNA EWAY iRRAY STRUCTURE F 14) NLTH pF" GARYiS. WIPLE j LIC. 0. 30218 o 4r NNAL ANTENNA SUPPORT STRUCTURE TYPICAL OF 14) ANTENNA SUPPORT STRUCTURE SIDE ELEVATION ANCHOR BOLT NOTE: LOCALIZER ANTENNA SUPPORT STRUCTURE LAYOUT SHOWN HERE IS FOR GENERAL INFORMATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE INFORMATION SHOWN ON THIS SHEET WITH THE MANUFACTURER'S ASSEMBLY INSTRUCTIONS FURNISHED WITH THE EQUIPMENT. CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 LOCALIZER FOUNDATION DRAWN BY: WME SHEET DETAILS DESIGNED BY: OF 12 PJW IRPORT SCALE: CHARLOTTESVILLE-ALBEMARLE A DATE: 191NONEOCTOBER2008 DIRECTION 5/8 " DIA x 7" LONG STAINLESS STEEL ANCHOR BOLT, TOWARDS RUNWAY HILTI HIT-HY150 SYSTEM OR STAINLESS STEELAPPROVEDEQUIVALENT LEVELING NUTS STAINLESS STEEL 3" MIN 2" WASHERS I 1 THREAD 311 I CENTER OF FOUNDATION 4 _ PIER, TYPICAL 4" EMBEDMENT 41q_ 3" 1 I I P I I ANCHOR BOLT, TYP OF 4 ANTENNA SUPPORT STRUCTURE ANCHOR BOLT GROUP NOTE: ALL ANCHOR BOLTS MUST BE LOCATED 11/81, OF DIMENSIONS SHOWN ABOVE. CENTER OF EACH ANCHOR BOLT GROUP MUST BE LOCATED FRONT TO REAR t 1/2" AND SIDE TO SIDE OF t 1/4". LOCALIZER ANTENNA ANTENNA ARRAY CABLE DISTRIBUTION CABINET (TYPICAL OF 14) LOCALIZER ANTENNA CABLE RACEWAY ANTENNA EWAY iRRAY STRUCTURE F 14) NLTH pF" GARYiS. WIPLE j LIC. 0. 30218 o 4r NNAL ANTENNA SUPPORT STRUCTURE TYPICAL OF 14) ANTENNA SUPPORT STRUCTURE SIDE ELEVATION ANCHOR BOLT NOTE: LOCALIZER ANTENNA SUPPORT STRUCTURE LAYOUT SHOWN HERE IS FOR GENERAL INFORMATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE INFORMATION SHOWN ON THIS SHEET WITH THE MANUFACTURER'S ASSEMBLY INSTRUCTIONS FURNISHED WITH THE EQUIPMENT. CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 LOCALIZER FOUNDATION DRAWN BY: WME SHEET DETAILS DESIGNED BY: OF 12 PJW IRPORT SCALE: CHARLOTTESVILLE-ALBEMARLE A DATE: 191NONEOCTOBER2008 FAN HOOD COVER EQUIPMENT SHELL SKID GROU TYP C AC UNIT J 0 g 0 0 ow Z 2 ADDENDUM NO. TWO (2) 3U_ NO. REVISIONS ox nio-MOKAINAL, TYP 2NER FRONT ELEVATION VIEW ENT HOOD OVER AC UNIT 0NDUCTOR CABLE HOLDEI OPSON LIGHTNING TION OR APPROVED ENT (SPACE AT 24" MAX) ONDUCTOR OF 32 STRAND AUGE COPPER WIRE BRAID H TWIST BY THOMPSON NG PROTECTION OR ED EQUIVALENT (TYP OF 2 I I..1', GRADE, AND COMPACT SI FOR SHELTER FOUNDATION. GRAut AREA TO DRAIN AWAY FROM SHELTER ALL SIDES). GSS GSS 11/6/08 BY APP. DATE REAR ELEVATION VIEW IOOD R LOCALIZER ANTENNA JUNCTION BOX PAD WITH 6" x 6" - W4 x W4 RIGHT ELEVATION VIEW NIT 36" LOCALIZER SHELTER EXTERIOR ELEVATIONS DETAIL NTS 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com LEFT ELEVATION VIEW NCRETE MARKER ia BRADY BLANK ORANGE FRANGIBLE "BRADYSTAKE" (MODEL 96920) PLASTIC WITNESS MARKER APPROVED EQUIVALENT. CROWN TOP OF CONCRETE 1/2" 4" VDOT 21A AGGREGATE PIPE CAP OVER 10 MIL WEED BARRIER. PAINT ORANGE STERILIZE SOIL UNDER THE WEED BARRIER. X T/ X 1-1/2"x1'- GALVANIZED STEEL PIPE 3,000 PSI CONCRETE PIER 12" DIA GROUND CHECK POINT DETAIL x 48" x 4" CONCRETE ENTRY D WITH 6" x 6" - W4 x W4 DELTA AIRPORT CONSULTANTS, INC* NTS 5/8 " DIA x 7" LONG STAINLESS STEEL ANCHOR BOLT, HILTI HIT-HY150 SYSTEM OR APPROVED EQUIVALENT 3" MIN THREAD 4 _ 4" EMBEDMENT - STAINLESS STEEL NUT STAINLESS STEEL 2" WASHER ANCHOR BOLT 6", 3500 PSI, CONCRETE SLAB WITH 6" x 6" - W4 x W4 ON CLEAN COMPACTED TERMITE TREATED SOIL, SMOOTH FINISH SURFACE 3 MIL VAPOR BARRIER UNDER SLAB 6" CRUSHED AGGREGATE ALS WSUSAN E. WrNSLVW a LIC. NO. 026212 L'ONAL 4'-0" 17'-0" OUTLINE OF SHELTER - DIMENSIONS SHOWN REFLECT 6" EXTENSION OF FOUNDATION SLAB BEYOND 8'x 16' SHELTER. COORDINATE FOUNDATION DIMENSIONS WITH ACTUAL SHELTER SO THAT PERIMETER OF FOUNDATION SLAB EXTENDS 6" BEYOND PERIMETER OF SHELTER. 4'-0" FOUNDATION SLAB - PLAN VIEW r- GALVANIZED TIE -DOWN PLATE 3" x 6" SHELTER I -BEAM ANCHOR BOLTS @ 4" - 0" ON CENTER, ATTACH TO SHELTER WITH GALVANIZED TIE DOWN PLATE, SEE ANCHOR BOLT DETAIL THIS SHEET 48" x 48" x 4" CONCRETE ENTRY PAD WITH 6" x 6" - W4 x W4 3 VERTICAL TIES @ 24" O.C. FOUNDATION SLAB - SECTION VIEW LOCALIZER SHELTER FOUNDATION DETAIL NTS CONSTRUCT RW 3 OFFSET LOCALIZER I AIP NO. NON -ALP I JOB NO. VA 08107 LOCALIZER SHELTER & DME DRAWN BY: WME FOUNDATION DETAILS DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE I OCTOBER 2008 SHEET 13 OF 19 3 Q M 0 8 0 C 0 0 3 0coco 0 r` 0 0 a coS X GRA ^ PVC GROUND ACCESS WELL BY THOMPSON LIGHTNING PROTECTION, NO. GWP - 1824 OR APPROVED EQUIVALENT. EXOTHERMIC WELD (TYP) 6" COMPACTED AGGREGATE BASE PAD (30"x30"x6") 4/0 (7 STRAND) BARE COPPER CONDUCTOR EARTH ELECTRODE SYSTEM (EES) RING,24" MIN BELOW FINISHED GRADE, TYP AD 1, 12" MIN BELOW GRADE, TYP ACCESS WELL DETAIL NTS NOTE: 1. ALL INSTALLATIONS SHOWN ABOVE ARE CONTRACTOR FURNISHED/INSTALLED UNLESS NOTED OTHERWISE. D.M.E. JUNCTION BOX D.M.E. ANTENNA MAST 4" GRS CONDUIT 6 BARE COPPER EQUIPMENT GROUND EXOTHERMIC WELD GROUND CONDUCTOR TO GROUND ROD (TYP) 3/4" x 10' COPPER CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE, TYP D. M. E. ANTENNA OBSTRUCTION LIGHTS D. M. E. ANTENNA ASSEMBLY SECTION "A - A" 2 BARE COPPER CONDUCTOR FROM GRS CONDUIT TO PERIMETER EES RING, EXOTHERMIC WELD BOTH ENDS, TYP. 3" GRS CONDUIT WITH HELIAX CABLE TO LOCALIZER ANTENNA, TRANSITION TO 4" PVC CONDUIT APPROXIMATELY 2' BEYOND EES RING 2" GRS CONDUIT WITH CONTROL CABLE TO LOCALIZER ANTENNA, TRANSITION TO 4" PVC CONDUIT APPROXIMATELY 2' BEYOND EES RING - 2" GRS CONDUIT WITH POWER CONDUCTORS TO LOCALIZER ANTENNA, TRANSITION TO 4" PVC CONDUIT APPROXIMATELY 2' BEYOND EES RING LOCALIZER SHELTER 3" GRS CONDUIT FROM ELECTRICAL SERVICE RACK TO TRANSFORMER, TRANSITION TO 4" PVC CONDUIT APPROXIMATELY 2' BEYOND EES RING 8 - #4 VERTICAL REBAR 3 HORIZONTAL TIES @ 12" O.C. 3500 PSI CONCRETE - MAINTAIN 3" ALL AROUND DISTANCE MEASURING EQUIPMENT (DME) INSTALLATION DETAIL NTS REVISIONS NOTE: THE DISTANCE MEASURING EQUIPMENT (D.M.E.) INSTALLATION DETAIL SHOWN HERE IS FOR GENERAL INFORMATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE INFORMATION SHOWN ON THIS SHEET WITH THE MANUFACTURER'S ASSEMBLY INSTRUCTIONS FURNISHED WITH THE EQUIPMENT. BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com 4/0 BARE COPPER CONDUCTOR FROM 4/0 BARE COPPER CONDUCTOR EARTH BASE OF DOWN CONDUCTOR TO EES ELECTRODE SYSTEM (EES) RING 4/0 BARE COPPER CONDUCTOR EARTH APPROXIMATELY 4' FROM SHELTER ELECTRODE SYSTEM (EES) RING RING, EXOTHERMIC WELD BOTH ENDS 4/0 COPPER INSULATED GROUND GREEN WITH . RED TRACER, EXOTHERMIC \ WELD TO EES RING \ 4'-0" D.M.E., SEE 4' 10" DETAIL SHELTER=________---------------------- ELECTRICAL LOCALIZER ELECTRICAL SERVICE RACK --- 8'-011— I4' - 0" 4--011 4' - 0" —-I HIGH ENERGY GROUND LOCALIZER SHELTER GROUNDING DETAIL NTS 4'-6" - 1'-0" 3'-6" 4 VERTICAL REBAR WITH 3000 PSI CONCRETE 6" MIN TURNOUT IN PAD 4"x4"-W4xW4 6" 7777i7/ , I s 3' -611 \/ 0 ,t 0\00\000 00 LEFT SECTION VIEW BURIED 24" BELOW GRADE. t DOWN CONDUCTOR OF 32 STRANDS OF 17 I SHELTER SKID f%nl 1^r Innnr nnwI n\Ar/' 11TLJ (. GROUND 3/4" x 10' COPPER -CLAD STEEL GROUND ROD 12" MIN BELOW GRADE, EXOTHERMIC WELD TO EES RING (TYP) 1 ""— ""^"i I-- 1 _ 112"" x Z4" BLUN I NIUKCL I IFFEU SULIU GUf PER TWIST BY THOMPSON LIGHTNING AIR TERMINAL WITH CAST BRONZE BASE AND PROTECTION OR APPROVED EQUIVALENT HINGED SWIVEL CONNECTOR BY THOMPSON TYP OF 2) , / I LIGHTNING PROTECTION OR APPROVED CAST BRONZE "T" SPLICE BY LOCALIZER THOMPSON LIGHTNING SHELTER PROTECTION OR APPROVED EQUIVALENT (TYP OF 2) CAST BRONZE PARALLEL ROOF CONDUCTOR CABLE SPLICE BY THOMPSON HOLDER BY THOMPSON LIGHTNING PROTECTION OR LIGHTNING PROTECTION OR 7APPROVEDEQUIVALENT APPROVED EQUIVALENT SPACE AT 36" MAX) EQUIVALENT (TYP EACH CORNER) 4/0 BARE COPPER CONDUCTOR HIGH ENERGY GROUND IN 2 PVC CONDUIT FROM GROUND PLATE IN LOCALIZER SHELTER, EXOTHERMIC WELD TO EES RING, TYP OF 2 DOWN CONDUCTOR I 6 COMPACTED AGGREGATE 17 I. = BASE COURSE ON 3 mil GAUGE COPPER WIRE BRAIDED SMOOTH WOVEN LANDSCAPE FABRIC Bi B 3 HORIZONTAL TIES @ 12" O.C. 61'//\//\/\ i v%\/ 6 - #4 VERTICAL REBAR I I -I I -I ACCESS WELL WITH 3/4" x 10' 3000 PSI CONCRETE, COPPER -CLAD STEEL GROUND MAINTAIN 3" ALL AROUND ROD, EXOTHERMIC WELD GROUND SECTION "B - B" 12" DiIA LEFT SECTION VIEW BURIED 24" BELOW GRADE. t DOWN CONDUCTOR OF 32 STRANDS OF 17 I SHELTER SKID f%nl 1^r Innnr nnwI n\Ar/' 11TLJ (. GROUND 3/4" x 10' COPPER -CLAD STEEL GROUND ROD 12" MIN BELOW GRADE, EXOTHERMIC WELD TO EES RING (TYP) 1 ""— ""^"i I-- 1 _ 112"" x Z4" BLUN I NIUKCL I IFFEU SULIU GUf PER TWIST BY THOMPSON LIGHTNING AIR TERMINAL WITH CAST BRONZE BASE AND PROTECTION OR APPROVED EQUIVALENT HINGED SWIVEL CONNECTOR BY THOMPSON TYP OF 2) , / I LIGHTNING PROTECTION OR APPROVED CAST BRONZE "T" SPLICE BY LOCALIZER THOMPSON LIGHTNING SHELTER PROTECTION OR APPROVED EQUIVALENT (TYP OF 2) CAST BRONZE PARALLEL ROOF CONDUCTOR CABLE SPLICE BY THOMPSON HOLDER BY THOMPSON LIGHTNING PROTECTION OR LIGHTNING PROTECTION OR 7APPROVEDEQUIVALENT APPROVED EQUIVALENT SPACE AT 36" MAX) EQUIVALENT (TYP EACH CORNER) 4/0 BARE COPPER CONDUCTOR HIGH ENERGY GROUND IN 2 PVC CONDUIT FROM GROUND PLATE IN LOCALIZER SHELTER, EXOTHERMIC WELD TO EES RING, TYP OF 2 DOWN 4/0 BARE COPPER CONDUCTOR FROM CONDUCTOR I BASE OF DOWN CONDUCTOR TO EES RING, EXOTHERMIC WELD BOTH ENDS ROOF CONDUCTOR OF 32 STRANDS OF 17 GAUGE COPPER WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT I - I -I- I-I I -II- I- -I-I 4/0 BARE COPPER SHELTER SKID I I -I I -I ACCESS WELL WITH 3/4" x 10' GROUND WITH TWO HOLE COPPER -CLAD STEEL GROUND COMPRESSION FITTING, EXOTHERMIC ROD, EXOTHERMIC WELD GROUND WELD TO EES RING (TYP OF 2) ROD TO EES RING, SEE DETAIL. SURGE PROTECTION 1/2" x 24" BLUNT NICKEL TIPPED SOLID COPPER AIR DEVICE BY LPC IN TERMINAL BY THOMPSON LIGHTNING PROTECTION NEMA 4X ENCLOSURE, TYP OR APPROVED EQUIVALENT (TYP OF 2) 120/240 VOLT, 3 WIRE, SINGLE PHASE 200 AMP METER SOCKET IN NOMINAL 16" X 24" ENCLOSURE STAINLESS STEEL U -BOLT CLAMP WITH CAST BRONZE CABLE CLAMP BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT SPACE AT 24" MAX) 5'-0" 2" GALVANIZED PIPE WITH GALVANIZED CAP, TYP EXOTHERMIC WELD DOWN CONDUCTOR TO 4/0 BARE COPPER CONDUCTOR (TYP OF 2) 3/4" PVC SWEEP TYP 2 PLACES) 12" EXOTHERMIC WELD 4/0 COPPER CONDUCTOR TO GROUND ROD (TYP) 3/4" x 10' COPPER CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE, TYP e p° dAl l I L% q / \//\/ \//\/ \/ 141 j/\\jam\ i, moi\ icy//\\\ q \ii\i\\\/iyi\ii iy/\\i\//\// / \/\ i\\i\\%\\i\ a V-0" 1-- 2' - 0" -T- 4' - 0" LOCALIZER SHELTER ELECTRICAL SERVICE RACK DETAIL NTS DELTA AIRPORT CONSULTANTS, INC* NLTH Op7 GARYIPLEY( CLIC. 30218 LD 1/0- wwa sS1ONAL S, a'-0" FRONT ELEVATION VIEW 1'-0" LOCALIZER SHELTER 200AF/200AT HEAVY DUTY, 2 POLE STAINLESS STEEL FUSED DISCONNECT SWITCH IN NEMA 4X ENCLOSURE. FUSE AT 200 AMPS WITH CLASS RK FUSES. DOWN CONDUCTOR OF 32 STRANDS OF 17 GAUGE COPPER WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT TYP OF 2) 1-1/2" x 1-1/2" STAINLESS STEEL CHANNEL (12 GAUGE), ATTACH WITH STAINLESS STEEL U -BOLTS, TYP 1" PVC CONDUIT WITH #2 COPPER GREEN THWN FROM DISCONNECT SWITCH GROUND BUS TO GROUND ROD BOND UNISTRUT CHANNEL TO GROUNDING CLAMP WITH #2 BONDING JUMPER (TYP) GROUNDING BUSHING, TYPICAL AT ALL ENTRANCES 1" CHAMFER (TYP) EXOTHERMICALLY WELD GROUND RODS TOGETHER WITH 4/0 BARE COPPER 7 STRAND) CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 LOCALIZER SHELTER DRAWN BY: WME SHEET 14DESIGNEDBY: DETAILS Pjw OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: N 1 9ONEOCTOBER2008 1/0 BARE SOLID COPPER COUNTERPOISE CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK. 25"t z 30" MIN 18" Ri MAINTAIN 45 DEGREE CONE OF PROTECTION CONDUITS, REFER TO TRENCH SCHEDULE & LAYOUT DRAWINGS FOR QUANTITY AND TYPE z O 4,141(HAT = 217') F- C w TZz 0 U) U w _ 0-- --------- 1 a 1,150' EXISTING PAVEMENT BOX 1" HDPE F- a w U tY w F - z w w z 0E- Uz w LUU N QJ O J DUCT BANK DETAIL - DIRECT BORING UNDER PAVEMENT NTS NOTES: 1. THE 1/0 BARE SOLID COPPER COUNTERPOISE SHOWN IN THE DETAIL ABOVE WILL BE PAID FOR UNDER THE 1/0 BARE COPPER COUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN IN THE DETAIL ABOVE ARE INCIDENTAL TO THE COST OF THE DUCT BANK. 2. WHEN TWO OR MORE INDIVIDUAL CONDUITS ARE INSTALLED IN THE SAME TRENCH WITHOUT CONCRETE ENCASEMENT, THEY SHALL BE SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 2" APART HORIZONTALLY AND 6" APART VERTICALLY. 3. GROUND RODS SHALL BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF DUCT BANK. NO PAY ITEM). J 0 g Cl CQo 3 LL 3 ADDENDUM NO. THREE (3) o X NO. REVISIONS GSS GSS 11/7/08 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www. d e Ita a i rport. com 1,881' REFER TO SECTION L-108 AND L-110 FOR TRENCH MARKING REQUIREMENTS FINISHED GRADE 10" MAINTAIN 45 DEGREE CONE OF PROTECTION 2" PVC CONDUITS, REFER TO TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY PROPOSED TEMPORARY OFFSET LOCALIZER WITH EXISTING 30 GLIDE SLOPE CO -LOCATED DME LOCALIZERCOURSELINE--------------------- 1- 204311 49+04- Fil7NV0AY 3- - B OFFSET LOCALIZER COURSE LINE DETAIL NTS CONDUIT DETAIL - FAA (2" PWC) NTS NOTES: ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 1/0 BARE COPPER GUARD WIRE FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, BOND TO EES RING. SAND OR NON COMPACTED CLEAN BACKFILLTHAT WILL PASS THROUGH A #4 SIEVE BOND GUARD WIRE TO GROUND ROD WITH #2 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS. 3/4" x 10' COPPER -CLAD STEEL GROUND ROD PLACED 6' FROM DUCT BANK CENTERLINE, 12" MIN BELOW GRADE. SPACE AT APPROXIMATELY 90' INTERVALS ALONG ENTIRE LENGTH OF DUCT BANK, VARY SPACING BETWEEN GROUND RODS BY 10% TO 20%TO PREVENT RESONANCE. 1. THE ILLUSTRATION OF THE 6 -WAY CONDUIT RUN SHO)WN ABOVE IS FOR CONFIGURATION PURPOSES. SEE TRENCH, CONDUITi, AND DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR CONDUIT QIUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, & DUCT BANK NOTES. DELTA AIRPORT CONSULTANTS, INC. REFER TO SECTION L-108 AND L-110 FOR TRENCH MARKING REQUIREMENTS FINISHED GRADE 24" MIN a 12" MAINTAIN 45 DEGREE CONE OF PROTECTION 4" PVC CONDUITS, REFER TO TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY W- LIC. NO. 026212 LL'ONAL w' . 18" MIN CONDUIT DETAIL - FAA (4" PVC) NTS NOTES: ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 1/0 BARE COPPER GUARD WIRE FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, BOND TO EES RING. SAND OR NON COMPACTED CLEAN BACKFILLTHAT WILL PASS THROUGH A #4 SIEVE BOND GUARD WIRE TO GROUND ROD WITH #2 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS. 3/4" x 10' COPPER -CLAD STEEL GROUND ROD PLACED 6' FROM DUCT BANK CENTERLINE, 12" MIN BELOW GRADE. SPACE AT APPROXIMATELY 90' INTERVALS ALONG ENTIRE LENGTH OF DUCT BANK, VARY SPACING BETWEEN GROUND RODS BY 10% TO 20%TO PREVENT RESONANCE. 1. THE ILLUSTRATION OF THE 6 -WAY CONDUIT RUN SHOWN ABOVE IS FOR CONFIGURATION PURPOSES. SEE TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR CONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, & DUCT BANK NOTES. CONSTRUCT RW 3 OFFSET LOCALIZER I AIP NO. I JOB No. NON-AIP VA 08107 ELECTRICAL DETAILS DRAWN BY: SHEET WME DESIGNED BY: OF 15 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:19NONEIOCTOBER2008 v MIN 10" MAINTAIN 45 DEGREE CONE OF PROTECTION 2" PVC CONDUITS, REFER TO TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY PROPOSED TEMPORARY OFFSET LOCALIZER WITH EXISTING 30 GLIDE SLOPE CO -LOCATED DME LOCALIZERCOURSELINE--------------------- 1- 204311 49+04- Fil7NV0AY 3- - B OFFSET LOCALIZER COURSE LINE DETAIL NTS CONDUIT DETAIL - FAA (2" PWC) NTS NOTES: ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 1/0 BARE COPPER GUARD WIRE FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, BOND TO EES RING. SAND OR NON COMPACTED CLEAN BACKFILLTHAT WILL PASS THROUGH A #4 SIEVE BOND GUARD WIRE TO GROUND ROD WITH #2 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS. 3/4" x 10' COPPER -CLAD STEEL GROUND ROD PLACED 6' FROM DUCT BANK CENTERLINE, 12" MIN BELOW GRADE. SPACE AT APPROXIMATELY 90' INTERVALS ALONG ENTIRE LENGTH OF DUCT BANK, VARY SPACING BETWEEN GROUND RODS BY 10% TO 20%TO PREVENT RESONANCE. 1. THE ILLUSTRATION OF THE 6 -WAY CONDUIT RUN SHO)WN ABOVE IS FOR CONFIGURATION PURPOSES. SEE TRENCH, CONDUITi, AND DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR CONDUIT QIUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, & DUCT BANK NOTES. DELTA AIRPORT CONSULTANTS, INC. REFER TO SECTION L-108 AND L-110 FOR TRENCH MARKING REQUIREMENTS FINISHED GRADE 24" MIN a 12" MAINTAIN 45 DEGREE CONE OF PROTECTION 4" PVC CONDUITS, REFER TO TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY W- LIC. NO. 026212 LL'ONAL w' . 18" MIN CONDUIT DETAIL - FAA (4" PVC) NTS NOTES: ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 1/0 BARE COPPER GUARD WIRE FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, BOND TO EES RING. SAND OR NON COMPACTED CLEAN BACKFILLTHAT WILL PASS THROUGH A #4 SIEVE BOND GUARD WIRE TO GROUND ROD WITH #2 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS. 3/4" x 10' COPPER -CLAD STEEL GROUND ROD PLACED 6' FROM DUCT BANK CENTERLINE, 12" MIN BELOW GRADE. SPACE AT APPROXIMATELY 90' INTERVALS ALONG ENTIRE LENGTH OF DUCT BANK, VARY SPACING BETWEEN GROUND RODS BY 10% TO 20%TO PREVENT RESONANCE. 1. THE ILLUSTRATION OF THE 6 -WAY CONDUIT RUN SHOWN ABOVE IS FOR CONFIGURATION PURPOSES. SEE TRENCH, CONDUIT, & DUCT BANK SCHEDULE AND LAYOUT DRAWINGS FOR CONDUIT QUANTITY. SEE ELECTRICAL NOTES SHEET FOR TRENCH, CONDUIT, & DUCT BANK NOTES. CONSTRUCT RW 3 OFFSET LOCALIZER I AIP NO. I JOB No. NON-AIP VA 08107 ELECTRICAL DETAILS DRAWN BY: SHEET WME DESIGNED BY: OF 15 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:19NONEIOCTOBER2008 v 3 a 07 NO. EXOTHERMIC WELD #2 BARE COPPER GROUND TO CAN AND ROUTE TO GROUND ROD 2' MIN FROM CAN. DO NOT BOND #6 DUCT BANK COUNTERPOISE TO CAN 3/4" x 10' COPPER CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE REVISIONS SLOPE TO DRAIN BY I WPP. I DATE 4"x4"-W4xW4 1'-9" a o F 5'-6" 2'-0" O O ad\ d\ d d. e PLAN VIEW 16" DIA, 24" DEEP, L-867 GALVANIZED PULLCAN WITH COVER PLATE AND GASKET. 1/2" ALUMINUM COVER PLATES SHALL BE ENGRAVED (1/4" DEEP) FAA" WITH 2" HIGH LETTERS. BASE PLATE FLANGE SHALL BE FLUSH WITH CONCRETE 3000 PSI CONCRETE 1" CHAMFER (TYP) ELECTRICAL CONDUIT (TYP) 2" PVC PIPE (MIN 1% SLOPE)TO SUMP, SEE NOTE 2 THIS DETAIL NEOPRENE GROMMET (TYP) EXTEND CONDUIT 2" INSIDE OF PULLCAN (TYP) 6" COMPACTED AGGREGATE BASE COURSE VERTICAL SECTION VIEW 2 UNIT PULLCAN PLAZA DETAIL NTS NOTES: 1. PULLCANS, CONCRETE, CONDUIT, W4 x W4, AGGREGATE, GROUND ROD, COUNTERPOISE, EXCAVATION, AND BACKFILL ARE INCIDENTAL TO THE COST OF THE PULLCAN PLAZA. 2. 2" PVC PIPE (MIN 1% SLOPE), SUMP SHALL BE APPROXIMATELY 10' FROM THE PULLCAN PLAZA AND SHALL BE Tx Tx T OF #57 STONE WRAPPED IN NON -WOVEN FILTER FABRIC. TOP OF SUMP SHALL BE BELOW FINISHED ELEVATION OF PULLCAN PLAZA BOTTOM. COST OF SUMP, PVC PIPE, AND ALL INSTALLATION LABOR IS INCIDENTAL TO THE PULLCAN PLAZA.) 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 s fax: (804) 275-8371 www.deItaairport.com 1" CHAMFERED EDGE TYP FOR GRS CONDUITS ENTERING HANDHOLE, BOND TOGETHER VIA GROUNDING BUSHINGS AND #2 BARE COPPER AND BOND TO HANDHOLE GROUND ROD, ATTACH #2 BARE COPPER TO INTERIOR WALL SLOPE TO DRAIN -_ 30" x 30" x 36" (DEEP) INSIDE DIMENSIONS, MINIMUM 3000 PSI CONCRETE REQUIRED, REINFORCING STEEL NOT SHOWN. SEE ELECTRICAL LAYOUT SHEETS FOR QUANTITY, SIZE, AND TYPE OF CONDUIT 2" PVC PIPE (MIN 1 % SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 3 THIS DETAIL DELTA AIRPORT CONSULTANTS, INC. FRAME WITH SPRING-LOADED HINGE AND HOLD -OPEN SAFETY BAR, LID SHALL BE LABELED "FAA" WITH 2" HIGH LETTERS BOND GROUND WIRE TO FRAME ON HINGE SIDE 6" MIN 8" MIN COMPACTED AGGREGATE BASE COURSE 12" 3/4" SCHEDULE 40 PVC SLEEVE, SEAL BOTH ENDS WITH LIQUID TIGHT FLEXIBLE SEALANT 3/4" x 10' COPPER -CLAD STEEL GROUND ROD 12" BELOW GRADE MIN, LOCATE APPROXIMATELY 6' AWAY FROM HANDHOLE AND INCOMING CONDUITS 2 BARE COPPER GROUND WIRE, EXOTHERMIC WELD TO ROD NON -AIRCRAFT RATED REINFORCED CONCRETE HANDHOLE DETAIL NTS NOTES: 1. PROVIDE & INSTALL TWO SADDLE RACKS ON EACH WALL OF HANDHOLE. ALL CABLES SHALL BE PROPERLY TAGGED AND LABELED IN HANDHOLE. PROVIDE & INSTALL BELL ENDS ON EACH DUCT AND GROUT DUCT AT HANDHOLE WITH AN APPROVED NON -SHRINK GROUT. 2. HANDHOLE STRUCTURE, INCLUDING LID AND FRAME ASSEMBLY, SHALL BE DESIGNED TO MEET H-20 LOADING REQUIREMENTS. 3. 2" PVC PIPE (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP AS ORDERED BY THE ENGINEER. IF SUMP IS ORDERED, SUMP SHALL BE APPROXIMATELY10' FROM HANDHOLE AND SHALL BE Tx Tx T OF #57 STONE WRAPPED IN NON -WOVEN FILTER FABRIC. TOP OF SUMP SHALL BE BELOW FINISHED ELEVATION OF HANDHOLE BOTTOM. (COST OF SUMP, PVC PIPE, AND ALL INSTALLATION LABOR IS INCIDENTAL TO THE HANDHOLE.) p,LTH oF' G i3 IC S. $HIPLE` LIC. 03 0218 o l0.149'Ofj www' SSI NAL E Gl CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET ELECTRICAL DETAILS WME 16DESIGNEDBY: OFPJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 19NONEOCTOBER2008 TRENCH, 1. CONDUIT, & DUCT BANK NOTES: THE #6 BARE COPPER COUNTERPOISE AND ASSOCIATED GROUND RODS AND EXOTHERMIC WELD CONNECTIONS SHOWN IN THE TRENCH, CONDUIT, AND DUCT BANK DETAILS WILL BE PAID FOR UNDER THE #6 BARE COPPER COUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN IN THE TRENCH, CONDUIT, AND DUCT BANK DETAILS ARE INCIDENTAL TO THE COST OF THE RESPECTIVE TRENCH, CONDUIT, OR DUCT BANK. 2. CONDUITS SHALL BE INSTALLED WITH CONDUIT SPACERS AT 5' ON CENTER. 3. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF EQUIVALENT VOLTAGE INSULATION RATING ARE INSTALLED IN THE SAME TRENCH WITHOUT CONCRETE ENCASEMENT, THEY SHALL BE FLEX CONNEX SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 2" APART HORIZONTALLY AND 6" APART VERTICALLY. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF DIFFERING VOLTAGE INSULATIONa CONNECTION (TYP) RATING ARE INSTALLED IN THE SAME TRENCH WITHOUT CONCRETE ENCASEMENT, THEY SHALL BE SPACED (OUTSIDE x WALL TO OUTSIDE WALL) NOT LESS THAN W APART HORIZONTALLY AND NOT LESS THAN 6" APART VERTICALLY. a° 4. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF EQUIVALENT VOLTAGE 4/. a 2" PVC PIPE (MIN 1 % SLOPE) TO INSULATION RATING ARE INSTALLED IN THE SAME TRENCH WITH CONCRETE ENCASEMENT, THEY SHALL BE SPACED SUMP, SEE NOTE 2 THIS DETAIL OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 1-1/2" APART. WHEN TWO OR MORE INDIVIDUAL CONDUITS O INTENDED TO CARRY CONDUCTORS OF DIFFERING VOLTAGE INSULATION RATING ARE INSTALLED IN THE SAME TRENCH WITH CONCRETE ENCASEMENT, THEY SHALL BE SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN s — 3" APART. O 5. ROUTE 5kV CABLES IN LOWER LEVEL CONDUITS WHERE POSSIBLE. DO NOT ROUTE DIFFERENT VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. O a 6. GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF TRENCH, CONDUIT RUN, OR DUCT BANK (NO SEPARATE PAY ITEM). STUB OUT 2" SCHEDULE 40 PVC CONDUIT 12" BEYOND CONCRETE AND CAP ALL UNUSED CONDUITS a ° WITH CARLON PLUG WITH PULL TAB (TYP) 16" DIA, 24" DEEP, L-867 GALVANIZED PULLCAN WITH COVER PLATE AND GASKET. 1/2" ALUMINUM COVER PLATES SHALL BE ENGRAVED (1/4" DEEP) FAA" WITH 2" HIGH LETTERS. BASE PLATE FLANGE SHALL BE FLUSH WITH CONCRETE 3000 PSI CONCRETE 1" CHAMFER (TYP) ELECTRICAL CONDUIT (TYP) 2" PVC PIPE (MIN 1% SLOPE)TO SUMP, SEE NOTE 2 THIS DETAIL NEOPRENE GROMMET (TYP) EXTEND CONDUIT 2" INSIDE OF PULLCAN (TYP) 6" COMPACTED AGGREGATE BASE COURSE VERTICAL SECTION VIEW 2 UNIT PULLCAN PLAZA DETAIL NTS NOTES: 1. PULLCANS, CONCRETE, CONDUIT, W4 x W4, AGGREGATE, GROUND ROD, COUNTERPOISE, EXCAVATION, AND BACKFILL ARE INCIDENTAL TO THE COST OF THE PULLCAN PLAZA. 2. 2" PVC PIPE (MIN 1% SLOPE), SUMP SHALL BE APPROXIMATELY 10' FROM THE PULLCAN PLAZA AND SHALL BE Tx Tx T OF #57 STONE WRAPPED IN NON -WOVEN FILTER FABRIC. TOP OF SUMP SHALL BE BELOW FINISHED ELEVATION OF PULLCAN PLAZA BOTTOM. COST OF SUMP, PVC PIPE, AND ALL INSTALLATION LABOR IS INCIDENTAL TO THE PULLCAN PLAZA.) 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 s fax: (804) 275-8371 www.deItaairport.com 1" CHAMFERED EDGE TYP FOR GRS CONDUITS ENTERING HANDHOLE, BOND TOGETHER VIA GROUNDING BUSHINGS AND #2 BARE COPPER AND BOND TO HANDHOLE GROUND ROD, ATTACH #2 BARE COPPER TO INTERIOR WALL SLOPE TO DRAIN -_ 30" x 30" x 36" (DEEP) INSIDE DIMENSIONS, MINIMUM 3000 PSI CONCRETE REQUIRED, REINFORCING STEEL NOT SHOWN. SEE ELECTRICAL LAYOUT SHEETS FOR QUANTITY, SIZE, AND TYPE OF CONDUIT 2" PVC PIPE (MIN 1 % SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 3 THIS DETAIL DELTA AIRPORT CONSULTANTS, INC. FRAME WITH SPRING-LOADED HINGE AND HOLD -OPEN SAFETY BAR, LID SHALL BE LABELED "FAA" WITH 2" HIGH LETTERS BOND GROUND WIRE TO FRAME ON HINGE SIDE 6" MIN 8" MIN COMPACTED AGGREGATE BASE COURSE 12" 3/4" SCHEDULE 40 PVC SLEEVE, SEAL BOTH ENDS WITH LIQUID TIGHT FLEXIBLE SEALANT 3/4" x 10' COPPER -CLAD STEEL GROUND ROD 12" BELOW GRADE MIN, LOCATE APPROXIMATELY 6' AWAY FROM HANDHOLE AND INCOMING CONDUITS 2 BARE COPPER GROUND WIRE, EXOTHERMIC WELD TO ROD NON -AIRCRAFT RATED REINFORCED CONCRETE HANDHOLE DETAIL NTS NOTES: 1. PROVIDE & INSTALL TWO SADDLE RACKS ON EACH WALL OF HANDHOLE. ALL CABLES SHALL BE PROPERLY TAGGED AND LABELED IN HANDHOLE. PROVIDE & INSTALL BELL ENDS ON EACH DUCT AND GROUT DUCT AT HANDHOLE WITH AN APPROVED NON -SHRINK GROUT. 2. HANDHOLE STRUCTURE, INCLUDING LID AND FRAME ASSEMBLY, SHALL BE DESIGNED TO MEET H-20 LOADING REQUIREMENTS. 3. 2" PVC PIPE (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP AS ORDERED BY THE ENGINEER. IF SUMP IS ORDERED, SUMP SHALL BE APPROXIMATELY10' FROM HANDHOLE AND SHALL BE Tx Tx T OF #57 STONE WRAPPED IN NON -WOVEN FILTER FABRIC. TOP OF SUMP SHALL BE BELOW FINISHED ELEVATION OF HANDHOLE BOTTOM. (COST OF SUMP, PVC PIPE, AND ALL INSTALLATION LABOR IS INCIDENTAL TO THE HANDHOLE.) p,LTH oF' G i3 IC S. $HIPLE` LIC. 03 0218 o l0.149'Ofj www' SSI NAL E Gl CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET ELECTRICAL DETAILS WME 16DESIGNEDBY: OFPJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 19NONEOCTOBER2008 NOTES: 1. SIGNS SHALL MATCH EXISTING FENCE SIGNS. 2. ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC AND MOUNTED AT THE SAME HEIGHT AS EXISTING SIGNS. INDIVIDUAL GATE NUMBERS (SIGN NO. 3) SHALL BE MOUNTED ON THE PUBLIC SIDE. 3. "NO TRESPASSING" SIGNS (SIGN NO. 1) SHALL BE INSTALLED AT 500' CC MAXIMUM SPACING ALONG NEW FENCE AND MOUNTED ON THE PUBLIC SIDE FOR PUBLIC VIEWING. SIGN LOCATIONS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND COORDINATED WITH THE ENGINEER PRIOR TO INSTALLATION. 4. SIGN NO. 3 SHALL BE INSTALLED ON EACH PROPOSED GATE. 5. AN INDIVIDUAL GATE NUMBER WILL BE ASSIGNED TO EACH GATE. SIGN NO. 3 SHALL BE INSTALLED ON EACH GATE WITH ITS ASSIGNED NUMBER, CONFIRM THE ASSIGNED NUMBER IN WRITING WITH THE AIRPORT MANAGER. 6. PROVIDE 1/4" PUNCH HOLES AS REQUIRED TO MOUNT SECURELY ON FENCE. 7. MOUNT SIGNS TO CHAIN LINK FENCE FABRIC ON AIRPORT SIDE OF FENCE FACING PUBLIC SIDE WITH 3/8" STAINLESS STEEL BOLTS, 3" DIA WASHERS AND NUTS. 8. THE COST FOR MOUNTING THE SIGNS SHALL BE INCIDENTAL TO THE UNIT PRICE PER SIGN. 9. SIGNS SHALL BE RETROREFLECTIVE WITH BACKGROUND AND LETTERING WHICH MATCH EXISTING SIGNS. 10. CONTRACTOR SHALL SUBMIT MOCK UP OF EACH SIGN FOR REVIEW AND APPROVAL BY THE ENGINEER. ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG -RINGS APPROXIMATELY 24" OC NO. 11 GAUGE 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT 3" MIN OD END POST TOP RAIL 1 5/8" 1 5/8" MIN BRACE HEIGHT OF BRACE IN ACCORDANCE WITH MFG SPECIFICATIONS 3/8" MIN ROUND ROD WITH TURNBUCKLE TOP AND BOTTOM SELVAGE TO BE BARBED 3 STRANDS BARBED WIRE SRN:4 ATTACH•> FABRIC TO POST> WITH HOG-RINGSSEEAPPROXIMATELYNOTE24" OC 14 4"x4" 2" x 4" SLOPED TO DRAIN -- 3000 PSI CONCRETE — 10" FINISHED SURFACE 3" BACK VIEW SEE SEE NOTE 2 NOTE 3 2" MA SPACI 8' 2" MAX El n n TOP VIEW A ,.,t. T„ A,, ml-%01EAR NERS 8' WOOD FENCE NTS FRONT VIEW 1"x6" NOTES: 1. 2" x 4" CROSS MEMBERS; TOP MEMBER WITH CENTER 5 1/2" FROM TOP OF POST, SUCCESSIVE MEMBERS BEING PLACED 2'-5 1/4" ON CENTER THEREAFTER. 2. 3 SCREWS PLACED AT EACH POST/CROSS MEMBER CONNECTION. 3. 2 SCREWS PLACED AT EACH CROSS MEMBER/VERTICAL MEMBER CONNECTION. 4. ALL WOOD SHALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE (CCA) OR OTHER APPROVED PRESERVATIVE. 5. ALL POSTS, BRACING AND VYVOOD THAT MAY BE IN CONTACT WITH GROUND SHALL BE TREATED SPECIFICALLY FOR GROUND CONTACT. (MIN 0.40 LBS/FT3 FOR WATERBORNE PRESERVATIVE) 6. ALL WOOD 1" x 6" BOARDS SHALL BE SECURED USING GALVANIZED OR STAINLESS STEEL SCREWS. ALL 2" x 4" HORIZONTAL BRACING SHAILL BE SECURED USING GALVANIZED OR STAINLESS STEEL LAG BOLTS WITH LOCKING WASHERS OR NUTS. 7. ALL CUTS SHALL BE RETRE/ATED WITH APPROPRIATE PRESERVATIVE. 8. ALL WOOD SHALL BE MANUIFACTURED, LABELED AND USED INACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION (AWPA) AND 1THE AMERICAN LUMBER STANDARDS COMMITTEE (ALSC). 9. PRE -FABRICATED UNITS MAW BE USED IF APPROVED BY ENGINEER. TYPICAL BARBED WIRE TIE AT CORNER POST AND END POST NTS PRESSED STEEL ARM TYPICAL BARBED WIRE ARM -LINE POST BARBED WIRE ARM DETAILS NTS 3) SPLIT BOLT CONNECTORS 2" CROWN SLOPE TO DRAIN NTS FINISHED GRADE CL 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 a phone: (804) 275-8301 # fax: (804) 275-8371 www.deltaairport.com NO. REVISIONS BY APP. DATEixf DELTA AIRPORT CONSULTANTS, INC. p,LTH OF7 LIC. ISO. fj30218 ' 1 o lD •o •Db ww4' CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET FENCING DETAILS WME 'IDESIGNEDBY. PJW OF 7 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1 91 — XX OCTOBER 2008 6 BARE COPPER POST GROUND LINE SEE "FENCE 17, fi >-7 2,500 PSI MIN GROUNDING DETAIL". \\ X// 36" MIN CONCRETE SEE FENCE POST GROUND CLAMP TO STRETCHER BAR p FOOTING DETAIL. TENSION WIRE NO.7 CONNECTORS r FENCE POST GAUGE GSALVANIZED 6 BARE COPPER. LOCATE 10' MAX 10' TYP CLOSE TO FENCE TO PREVENT END POST LINE BRACE POST LINE POST CUTTING BY MOWING.a 6" MIN J_ 6" MIN FENCE POST FOOTING CHAIN LINK FENCE DETAIL CLAMP CONNECTION IN SOIL DETAIL TO GROUND ROD NTS 3/4" x 10' GROUND ROD NTS COPPER CLAD (SEE NOTE 1) NOTES: NOTES: 1. A MOISTURE -EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. FENCE GROUNDING DETAIL 1. DIAMETER OF THE CONCRETE FOOTING SHALL TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE BE 14" FOR ALL END, CORNER OR GATE POSTS. ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. NTS FOR LINE BRACE POSTS THE DIAMETER SHALL NOTE: BE 12". FOR LINE POSTS THE DIAMETER SHALL 2. FENCE HEIGHT SHALL BE EITHER FOR 12' AS NOTED ON THE BE 10". PLANS. 1. GROUNDING RODS SHALL BE PLACED AT THE LOCATIONS DESCRIBED IN THE 2. ALL DIRT FROM POST HOLE EXCAVATION SHALL SPECIFICATIONS. BE RAKED TO A SMOOTH LINE AND GRADE OR REMOVED FROM SITE. CL 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 a phone: (804) 275-8301 # fax: (804) 275-8371 www.deltaairport.com NO. REVISIONS BY APP. DATEixf DELTA AIRPORT CONSULTANTS, INC. p,LTH OF7 LIC. ISO. fj30218 ' 1 o lD •o •Db ww4' CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. JOB NO. NON-AIP VA 08107 DRAWN BY: SHEET FENCING DETAILS WME 'IDESIGNEDBY. PJW OF 7 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1 91 — XX OCTOBER 2008 E 0 .2 oLU COLL 2 ox NO. AS SHOWN ON PLANS AS REQUIRED BY MANUFACTURER LATCH POST o r—A o PROVIDE RADIO SAFETY EDGE ON ALL AUTOMATIC GATES FINISHED GRADE 36" MIN' 6" MIN RESTING PLACE OF VERTICAL GATE MEMBER IN CLOSED POSITION 6" MIN --j f- 1/2" MIN — 1X N VARIES 12" MIN -rte— yGATE VERIFY +- 4" MIN PLAN VIEW A 3/16" SS AIRCRAFT CABLE TYP V x 1" TYP B 2,500 MIN PSI CONCRETE 6" MAX ALLOWABLE OPENING FENCE 2) GALV U -BOLTS 1-1/2" MIN DIA 2" MAX SEE NOTE 4 1/2" x 1 " TYP ELEVATION B TRACK MEMBER STRUCTURAL TUBE AS REQUIRED BY MANUFACTURER FOR EACH GATE SIZE AS SHOWN ON PLANS 4" OD CIRCULAR POST TRACK MEMBER - BARB ARM EXTRUSION - VERTICAL TRUCK ASSEMBLY . HANGER ASSEMBLY VERTICAL SECTION A -A 4) 5/8" DIA DRILLED HOLES FOR U -BOLTS 1" MIN T 7" MIN VERTICAL GATE MEMBER -,-' LATCH — STATIONARY FENCE POST REVISIONS BY 1 APP. I DATE MANUAL SLIDING GATE DETAIL NTS NOTES: 1. GATE SHALL MEET UL325. 2. LATCH ASSEMBLY MUST BE "HOT DIPPED" GALVANIZED. GUIDE WHEELS -V BOTTOM GUIDE ASSEMBLY 3. OPENING AT LATCH MUST BE 12" WIDE MIN AT OPENING AND 6" WIDE MAX AT FINAL RESTING PLACE OF VERTICAL GATE MEMBER. 4. OPENING OF LATCH MUST NOT PROTRUDE MORE THAN 2" PAST STATIONARY FENCE POST INTO GATE OPENING (DRIVE AISLE). 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com DITCH CROSSING DETAIL NTS NOTES: 1. PROVIDE BARBED WIRE SUPPORT POSTS AND BARBED WIRE AS NECESSARY TO PROVIDE MAXIMUM 4" GAP THROUGH THE CROSSING. 2. BARBED WIRE SUPPORT POSTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE FENCE WITHIN 4" OF THE FENCE LINE. 3. TOP OF FENCE SHALL REMAIN LEVEL OVER CROSSING. 4. DITCH CROSSING SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. I- 500' MAX SPACING BETWEEN BRACES —I CHANGE IN FENCE ALIGNMENT DETAIL NTS p,LTH Op G CONSTRUCT RW 3 OFFSET LOCALIZER AIP NO. NON-AIP JOB O. 8107 DEL TA IRPORT U DRAWN BY: SHEET GARY S. HIPLE a FENCING DETAILS WnnE SLIC. 0.030218 DESIGNED BY: a PJW OF b0 v 0 w SCALE: DATE:19CONSULTANTS, INCe SS10NAL G CHARLOTTESVILLE-ALBEMARLE AIRPORT ,ll =: OCTOBER 2008 IN 3 f a M kOti N OlOON M NCD O