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HomeMy WebLinkAboutSDP200800080 Plan - Approved 2008-11-19s 0 5 CHARLOri LEmALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA UPGRADE/ RELOCATE AIRFIELD ELECTRICAL VAULT RENABRITA TE AIRFIELD SIGNAGE AND LIGHTING AIP PROJECT NO. AIP 3-51-0004-038/039-2008 DELTA PROJECT NO. VA 07163 FOUR THE CHARL ES ILL LBEMARLE CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY 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: EXISTING = 0.00 AC; PROPOSED = 0.15 AC 2 PER COUNTY ES&C REVIEW COMMENTS DEPARTMENT OF COMMUNITY DEVELOPMENT WME JDN 11/10/08 1 PER COUNTY ES&C REVIEW COMMENTS COVER SHEET JDB JDN 8111108 NO. REVISIONS PHASING PLAN & NOTES BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com— MARCH 2008 SCALE: 1" = 2400' DELTA AIRPORT (OGAR pLTH OA S. HIPLI C. .03021 CONSULTANTS, INC. In m� SuLmiltal Type Reviewed and Approved by the Community Development Departmen Date File# — 2 �_ L Slgnalure A UPGRADE AIRFIELD ELECTRICAL COVER SHEET COUNTY REVIEW SET AIP NO. AIP 3 -51 -0004 -PENDING DRAWN BY: RWW DESIGNED BY: GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN MARCH 2008 JOB NO. VA 07163 SHEET 1 OF 30 DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS COVER SHEET INSPECTIONS SUMMARY OF QUANTITIES ARB GENERAL LAYOUT & NOTES DEPARTMENT OF FIRE RESCUE PHASING PLAN & NOTES ALBEMARLE COUNTY SERVICE AUTHORITY WORK AREA BARRICADE & CLOSED MARKER PLAN VIRGINA DEPARTMENT OF TRANSPORTATION EROSION & SEDIMENT CONTROL NOTES HEALTH DEPARTMENT EROSION & SEDIMENT CONTROL DETAILS UPGRADE AIRFIELD ELECTRICAL COVER SHEET COUNTY REVIEW SET AIP NO. AIP 3 -51 -0004 -PENDING DRAWN BY: RWW DESIGNED BY: GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN MARCH 2008 JOB NO. VA 07163 SHEET 1 OF 30 70.TITLE COVER SHEET 2 SUMMARY OF QUANTITIES 3 GENERAL LAYOUT & NOTES 4 PHASING PLAN & NOTES 5 WORK AREA BARRICADE & CLOSED MARKER PLAN 6 EROSION & SEDIMENT CONTROL NOTES 7 EROSION & SEDIMENT CONTROL DETAILS 7A EROSION & SEDIMENT CONTROL DETAILS 8 ELECTRICAL LAYOUT 9 ELECTRICAL LAYOUT 10 ELECTRICAL LAYOUT 11 ELECTRICAL LAYOUT 12 ELECTRICAL LAYOUT 13 ELECTRICAL NOTES 14 DUCT BANK & TRENCH DETAILS 15 DUCT BANK DETAILS 16 PULLCAN & HANDHOLE DETAILS 17 RUNWAY & TAXIWAY LIGHTING DETAILS 18 MISCELLANEOUS ELECTRICAL DETAILS 19 AIRFIELD SIGN DETAILS 20 AIRFIELD SIGN DETAILS 21 SIGN SCHEDULE 22 VAULT SITE LAYOUT PLAN 22A SITE GRADING, DRAINAGE, E&SC & SWM PLAN 23 VAULT DETAILS OPTION #1 INTERIOR ELEVATIONS 24 ELECTRICAL VAULT DETAILS EXTERIOR ELEVATIONS 25 ELECTRICAL VAULT DETAILS LIGHTNING PROTECTION 26 ELECTRICAL VAULT DETAILS AIRFIELD LIGHTING CONTROL 27 VAULT DETAILS OPTION #1 RISER & SINGLE LINE DIAGRAMS 28 VAULT DETAILS OPTION #2 INTERIOR ELEVATIONS 29 VAULT DETAILS OPTION #2 RISER & SINGLE LINE DIAGRAMS 30 MISCELLANEOUS DETAILS UPGRADE AIRFIELD ELECTRICAL COVER SHEET COUNTY REVIEW SET AIP NO. AIP 3 -51 -0004 -PENDING DRAWN BY: RWW DESIGNED BY: GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN MARCH 2008 JOB NO. VA 07163 SHEET 1 OF 30 7 FAA COMMENTS 6 ADDENDUM NO. SIX (6) 2 ADDENDUM NO. TWO (2) NO. I REVISIONS ALTERNATE NO. 1 INCLUDES ALL WORK IN THE PLANS AND SPECIFICATIONS, WITH SWITCH GEAR REGULATOR SYSTEM ITEM NO. SPEC NO. DESCRIPTION 7!!LS UNIT AS -BID AS -BUILT AIP AIP 1 P-100 MOBILIZATION AS -BUILT 1 LS 2 P-150 MISCELLANEOUS DEMOLITION LS 1 P-150 3 P-150 REMOVE LIGHTS AND SIGNS LS 1 LS 4 P-150 REMOVE EXISTING CABLE LS 1 P-152 5 P-152 UNCLASSIFIED EXCAVATION LS 1 LS 6 P-156 EROSION & SEDIMENT CONTROL LS 1 P-156 7 P-156 SILT FENCE LF 500 EA 8 M-103 RELOCATION OF OWNER FURNISHED CLOSED RUNWAY MARKERS LS 1 M-103 9 M-103 LIGHTED CLOSED TAXIWAY MARKERS W/BUCKET BARRICADES EA 6 LFF 10 M-107 AVIATION BARRICADES - TYPE "A" (PVC PIPE) EA 32 M-107 11 M-107 AVIATION BARRICADES - TYPE "B" (HDPE) EA 32 LFF 12 M-129 AIRPORT LIGHTING CONTROL AND MONITORING SYSTEM LS 1 L-107 13 L-107 L-806 SUPPLEMENTAL WINDCONE EA 2 LS 14 L-108 BEACON POWER - 600V (2 - #8 C & 1 - #8g) IN DUCT OR CONDUIT LF 4,000 L-108 15 L-108 WINDCONE/REIL POWER - 600V (2 - #12 C & 1 - #129) IN DUCT OR CONDUIT LF 13,200 LFF 16 L-108 NO.8 AWG, L -824C CABLE IN DUCT OR CONDUIT LF 91,000 L-108 17 L-108 12 STRAND, MULTI -MODE, FIBER OPTIC CABLE IN DUCT OR CONDUIT LF 5,500 EIA 18 L-108 NO. 6 BARE COUNTERPOISE IN PAVEMENT LF 12,000 L-108 19 L-108 NO. 6 BARE COUNTERPOISE IN DIRT LF 27,500 E/A 20 L-109 CONSTRUCTION OF AIRFIELD ELECTRICAL VAULT LS 1 L-109 21 L-109 AIRFIELD VAULT EQUIPMENT IN-PLACE - SWITCH GEAR REGULATOR SYSTEM LS 1 E/A 22 L-109 NEW EMERGENCY GENERATOR ON NEW FOUNDATION LS 1 L-110 23 L-110 2" PVC CONDUIT IN TRENCH LF 7,800 AAC 24 L-110 4W-4" DUCT BANK LF 450 L-110 25 L-110 64" DUCT BANK LF 1,075 L-110 26 L-110 6W4" DIRECTIONAL BORE DUCT LIF 300 L-115 27 L-115 ELECTRICAL HANDHOLE (H20 RATED) EA 12 L-115 28 L-115 ELECTRICAL HANDHOLE (AIRCRAFT RATED) EA 5 L-125 29 L-125 L-858 PULLCAN EA 18 L-125 30 L-125 L-862 HIRL ON EXISTING BASE EA 58 L-125 31 L-125 L-861 HIRL THRESHOLD LIGHT ON EXISTING BASE EA 16 L-125 32 L-125 L -850C HIRL (SEMI -FLUSH MOUNTED) ON EXISTING BASE EA 4 L-125 33 L-125 L -862T MITL ON EXISTING BASE EA 298 L-125 34 L-125 L-858 AIRFIELD GUIDANCE SIGN ON EXISTING BASE EA 37 L-125 35 L-125 L-858 AIRFIELD GUIDANCE SIGN ON NEW BASE EA 2 L-125 36 L-125 L-858 RUNWAY DISTANCE REMAINING SIGN ON EXISTING BASE EA 5 T-901 37 T-901 SEEDING ACC 4 T-908 38 T-908MULCHING 4 A(C 4 R-309 39 R-309 VAULT ACCESS AND SITE AGGREGATE BASE COURSE (21A) I LS 1 NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. ALTERNATE NO.3 INCLUDES ALL WORK IN THE PLANS AND SPECIFICATIONS, LESIS TAXIWAY LIGHTS, CABLE, AND LIGHTNING PROTECTION, WITH SWITCH GEAR REGWLATOR SYSTEM NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 JRS GSS 8/15/08 WME JDN 5/2/08 phone: (804) 275-8301 # fax: (804) 275-8371 WME GSS 4/23/08 www.deItaairport.com— BY APP. DATE AIP DELTA,AIRPORT CONSULTANTS, Ixc ALTERNATE NO.2 INCLUDES ALL WORK IN THE PLANS AND SPECIFICATIONS, WITH STAND ALONE REGULATOR SYSTEM ITEM NO. ITEM NO. SPEC NO. DESCRIPTIONSID AS -BUILT "' D"' AIP P-100 1 P-100 MOBILIZATION L$ 1 AS -BUILT 2 P-150 MISCELLANEOUS DEMOLITION LS 1 LS 3 P-150 REMOVE LIGHTS AND SIGNS LS 1 P-150 4 P-150 REMOVE EXISTING CABLE LS 1 P-150 5 P-152 UNCLASSIFIED EXCAVATION LS 1 LS 6 P-156 EROSION & SEDIMENT CONTROL LS 1 P-152 7 P-156 SILT FENCE LFF 500 P-150 8 M-103 RELOCATION OF OWNER FURNISHED CLOSED RUNWAY MARKERS LS 1 LS 9 M-103 LIGHTED CLOSED TAXIWAY MARKERS W/BUCKET BARRICADES EA 6 P-156 10 M-107 AVIATION BARRICADES - TYPE "A" (PVC PIPE) EA 32 P-156 11 M-107 AVIATION BARRICADES -TYPE "B" (HDPE) EA 32 LS 12 M-129 AIRPORT LIGHTING CONTROL AND MONITORING SYSTEM LS 1 M-103 13 L-107 L-806 SUPPLEMENTAL WINDCONE EA 2 M-103 14 L-108 BEACON POWER - 600V (2 -#8 C & 1 - #89) IN DUCT OR CONDUIT LFF 4,000 EA 15 L-108 WINDCONE/REIL POWER - 6DOV (2 - #12 C & 1 - #129) IN DUCT OR CONDUIT LFF 13,200 M-107 16 L-108 NO.8 AWG, L -824C CABLE IN DUCT OR CONDUIT LFF 81,500 M-107 17 L-108 12 STAND, SINGLE MODE, FIBER OPTIC CABLE IN DUCT OR CONDUIT LFF 5,500 LS 18 L-108 NO.6 BARE COUNTERPOISE IN PAVEMENT LFF 12,000 L-107 19 L-109 CONSTRUCTION OF AIRFIELD ELECTRICAL VAULT LS 1 M-129 20 L-109 AIRFIELD VAULT EQUIPMENT IN-PLACE - SWITCH GEAR REGULATOR SYSTEM LS 1 LF 21 L-109 NEW EMERGENCY GENERATOR ON NEW FOUNDATION LS 1 L-108 22 L-110 2" PVC CONDUIT IN TRENCH OF 7,800 L-108 23 L-110 4W4" DUCT BANK LFF 450 LF 24 L-110 64" DUCT BANK LFF 1,075 L-108 25 L-110 6W4" DIRECTIONAL BORE DUCT LFF 300 L-108 26 L-115 ELECTRICAL HANDHOLE (H20 RATED) EIA 12 LF 27 L-115 ELECTRICAL HANDHOLE (AIRCRAFT RATED) EIA 5 L-108 28 L-125 L-858 PULLCAN EA 18 L-108 29 L-125 L-862 HIRL ON EXISTING BASE E/A 58 LS 30 L-125 L-861 HIRL THRESHOLD LIGHT ON EXISTING BASE FJA 16 L-109 31 L-125 L -850C HIRL (SEMI -FLUSH MOUNTED) ON EXISTING BAff E/A 4 L-109 32 L-125 L-858 AIRFIELD GUIDANCE SIGN ON EXISTING BASE E/A 37 LS 33 L-125 L-868 AIRFIELD GUIDANCE SIGN ON NEW BASE E/A 2 L-110 34 L-125 L-858 RUNWAY DISTANCE REMAINING SIGN ON EXISTING BASE E/A 5 L-110 35 T-901 SEEDING AAC 4 LF 36 T-908 MULCHING AAC 4 L-110 37 R-309 VAULT ACCESS AND SITE AGGREGATE BASE COURSE (ZA) L;S 1 NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 JRS GSS 8/15/08 WME JDN 5/2/08 phone: (804) 275-8301 # fax: (804) 275-8371 WME GSS 4/23/08 www.deItaairport.com— BY APP. DATE AIP DELTA,AIRPORT CONSULTANTS, Ixc ALTERNATE NO.2 INCLUDES ALL WORK IN THE PLANS AND SPECIFICATIONS, WITH STAND ALONE REGULATOR SYSTEM ITEM NO. SPEC N0. DESCRIPTION UNIT AS -BID AIP AS -BUILT AIP 1 P-100 MOBILIZATION LS 1 AS -BUILT 2 P-150 MISCELLANEOUS DEMOLITION LS 1 P-100 3 P-150 REMOVE LIGHTS AND SIGNS LS 1 P-150 4 P-150 REMOVE EXISTING CABLE LS 1 P-150 5 P-152 UNCLASSIFIED EXCAVATION LS 1 P-150 6 P-156 EROSION & SEDIMENT CONTROL LS 1 P-152 7 P-156 SILT FENCE LF 500 P-156 8 M-103 RELOCATION OF OWNER FURNISHED CLOSED RUNWAY MARKERS LS 1 P-156 9 M-103 LIGHTED CLOSED TAXIWAY MARKERS W/BUCKET BARRICADES EA 6 M-103 10 M-107 AVIATION BARRICADES - TYPE "A' (PVC PIPE) EA 32 M-103 11 M-107 AVIATION BARRICADES - TYPE "B" (HDPE) EA S2 M-107 12 M-129 AIRPORT LIGHTING CONTROL AND MONITORING SYSTEM LS 1 M-107 13 L-107 L-806 SUPPLEMENTAL WINDCONE EA 2 M-129 14 L-108 BEACON POWER - 600V (2 - #8 C & 1 - #8g) IN DUCT OR CONDUIT LF 4,000 L-107 15 L-108 WINDCONE/REIL POWER - 600V (2 - #12 C & 1 - #129) IN DUCT OR CONDUIT LF 13,200 L-108 16 L-108 NO.8 AWG, L -824C CABLE IN DUCT OR CONDUIT LF 91,000 L-108 17 L-108 12 STRAND, SINGLE MODE, FIBER OPTIC CABLE IN DUCT OR CONDUIT LF 5,500 L-108 18 L-108 NO. 6 BARE COUNTERPOISE IN PAVEMENT LF 12,000 L-108 19 L-108 NO. 6 BARE COUNTERPOISE IN DIRT LF 27,500 L-108 20 L-109 CONSTRUCTION OF AIRFIELD ELECTRICAL VAULT LS 1 L-109 21 L-109 AIRFIELD VAULT EQUIPMENT IN-PLACE - STAND ALONE REGULATOR SYSTEM LS 1 L-109 22 L-109 NEW EMERGENCY GENERATOR ON NEW FOUNDATION LS 1 L-109 23 L-110 2" PVC CONDUIT IN TRENCH LF 7,800 L-110 24 L-110 4W-4" DUCT BANK LF 450 L-110 25 L-110 64" DUCT BANK LF 1,075 L-110 26 L-110 6W4" DIRECTIONAL BORE DUCT LF 300 L-110 27 L-115 ELECTRICAL HANDHOLE (H20 RATED) EA 12 L-115 28 L-115 ELECTRICAL HANDHOLE (AIRCRAFT RATED) EA 5 L-115 29 L-125 L-858 PULLCAN EA 18 L-125 30 L-125 L-862 HIRL ON EXISTING BASE EA 58 L-125 31 L-125 L-861 HIRL THRESHOLD LIGHT ON EXISTING BASE EA 16 L-125 32 L-125 L -850C HIRL (SEMI -FLUSH MOUNTED) ON EXISTING BASE EA 4 L-125 33 L-125 L -862T MITL ON EXISTING BASE EA 298 L-125 34 L-125 L-858 AIRFIELD GUIDANCE SIGN ON EXISTING BASE EA 37 L-125 35 L-125 L-858 AIRFIELD GUIDANCE SIGN ON NEW BASE EA 2 L-125 36 L-125 L-858 RUNWAY DISTANCE REMAINING SIGN ON EXISTING BASE EA 5 T-901 37 T-901 SEEDING AC 4 T-908 38 T-908 MULCHING AC 4 R309 39 R-309 VAULT ACCESS AND SITE AGGREGATE BASE COURSE (21A) I LS I 1 NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. ALTERNATE NO.4 INCLUDES ALL WORK IN THE PLANS AND SPECIFICATIONS, LESS TAXIWAY LIGHTS, CABLE, AND LIGHTNING PROTECTION, WITH STAND ALONE REGULATOR SYSTEM NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. pTrx DF` UPGRADE AIRFIELD ELECTRICAL AIP NO. JOVA07163 AIP 3-51-0004-038/039-2008 UNIT AS -BID ITEM SPEC DESCRIPTION AS -BUILT AIP AIP NO. NO. SHEET 1 P-100 MOBILIZATION LS 1 C. o. 0216 2 P-150 MISCELLANEOUS DEMOLITION LS 1 GSS/ JEJ/ WME 3 P-150 REMOVE LIGHTS AND SIGNS LS 1 4 P-150 REMOVE EXISTING CABLE LS 1 5 P-152 UNCLASSIFIED EXCAVATION LS 1 6 P-156 EROSION & SEDIMENT CONTROL LS 1 7 P-156 SILT FENCE LF 500 8 M-103 RELOCATION OF OWNER FURNISHED CLOSED RUNWAY MARKERS LS 1 9 M-103 LIGHTED CLOSED TAXIWAY MARKERS W/BUCKET BARRICADES EA 6 10 M-107 AVIATION BARRICADES - TYPE "A" (PVC PIPE) EA 32 11 M-107 AVIATION BARRICADES - TYPE "B" (HDPE) EA 32 12 M-129 AIRPORT LIGHTING CONTROL AND MONITORING SYSTEM LS 1 13 L-107 L-806 SUPPLEMENTAL WINDCONE EA 2 14 L-108 BEACON POWER - 600V (2 - #8 C & 1 - #89) IN DUCT OR CONDUIT LF 4,000 15 L-108 WINDCONE/REIL POWER - 600V (2 - #12 C & 1 - #129) IN DUCT OR CONDUIT LF 13.200 16 L-108 NO.8 AWG, L -824C CABLE IN DUCT OR CONDUIT LF 81,500 17 L-108 12 STRAND, SINGLE MODE, FIBER OPTIC CABLE IN DUCT OR CONDUIT LF 5,500 18 L-108 NO. 6 BARE COUNTERPOISE IN PAVEMENT LF 12,000 19 L-109 CONSTRUCTION OF AIRFIELD ELECTRICAL VAULT LS 1 20 L-109 AIRFIELD VAULT EQUIPMENT IN-PLACE - STAND ALONE REGULATOR SYSTEM LS 1 21 L-109 NEW EMERGENCY GENERATOR ON NEW FOUNDATION LS 1 22 L-110 2" PVC CONDUIT IN TRENCH LF 7,800 23 L-110 4W4" DUCT BANK LF 450 24 L-110 64" DUCT BANK LF 1,075 25 L-110 6W-4" DIRECTIONAL BORE DUCT LF 300 26 L-115 ELECTRICAL HANDHOLE (H20 RATED) EA 12 27 L-115 ELECTRICAL HANDHOLE (AIRCRAFT RATED) EA 5 28 L-125 L-858 PULLCAN EA 18 29 L-125 L-862 HIRL ON EXISTING BASE EA 58 30 L-125 L-861 HIRL THRESHOLD LIGHT ON EXISTING BASE EA 16 31 L-125 L -850C HIRL (SEMI -FLUSH MOUNTED) ON EXISTING BASE EA 4 32 L-125 L-858 AIRFIELD GUIDANCE SIGN ON EXISTING BASE EA 37 33 L-125 L-858 AIRFIELD GUIDANCE SIGN ON NEW BASE EA 2 34 L-125 L-858 RUNWAY DISTANCE REMAINING SIGN ON EXISTING BASE EA 5 35 T-901 SEEDING AC 4 36 T-908 MULCHING AC 4 37 R309 VAULT ACCESS AND SITE AGGREGATE BASE COURSE (21A) LS 1 NOTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. pTrx DF` UPGRADE AIRFIELD ELECTRICAL AIP NO. JOVA07163 AIP 3-51-0004-038/039-2008 '�C r DRAWN BY: SHEET Y PLEY > SUMMARY OF QUANTITIES KWW 2 C. o. 0216 DESIGNED BY: a GSS/ JEJ/ WME OF/� wyf 30 SCALE: DATE: s�ovnt- tie CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE MARCH 2008 PART 77 APPROACH SURFACE 1,000' x 16,000' x 50,000' FIRST 10,000'- 50:1 LAST 40,000'- 40:1 ' BASION #5 � J Ir" I 1 .0 1 1 1 11 RPZ-= `RPZ I � ,J BASIN #6 _ PPD RUNWAY PROTECTION ZONE 2,500'x 1,000'x 1,750' 1 i------ ---- 2 1 INSTALL SUPPLEMENTAL WIND CONE II / / I PART 77 APPROACH SURFACE Q INSTALL 1.000'x 4,000'x 10,000' SUPPLEMENTAL WIND l 34:1 SLOPE I CONE 1 CEMETERY G / 1 f 14,c /1 --1 _ °ON / REHABILI ATE r CEMETERY ROTATING V SIGNAGE AND IGHTIN4 EACON Be - • ' X UPGRADE/RELOCATE / J j y ECTRICAL VAULT AWO ( \ , L / ' ° - RPZ _. -\_��ftPZ I RPI �F Avi ROFA- -- -ROFA- - - - - - - -R R RSA -RSA 7151.A RSA I RSA RSA RSA RSA RSA - 1,000' FAR PART 77 -T- EXISTING PRIMARY SURFACE 11�„1t�LOCALIZER 1 - - ZONE _V w l GENERAL NOTES: 1. NIGHTTIME CONSTRUCTION SHALL REQUIRE A MINIMUM ILLUMINATION LEVEL OF TEN (10) HORIZONTAL FOOT CANDLES. THE CONTRACTOR SHALL FURNISH AND USE, COMPLETE ARTIFICIAL LIGHTING UNITS WITH A MINIMUM CAPACITY OF 1,000 WATTS PER LAMP, TO ILLUMINATE AREAS UNDER CONSTRUCTION. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 4. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT OR PAYMENT FOR SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. 6. UPON NOTIFICATION FROM THE CONTROL TOWER, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY. 7. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 8. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 6 1 ADDENDUM NO. SIX (6) 2 ADDENDUM NO. TWO (2) NO. I REVISIONS WME JDN 5/2108 WME GSS 4/23/08 BY APP. DATE #1 m RSA- -73A iOfA- - -ROFA- - - -ROFA- ---rcA�-- -TCA - ■ •. 0� ar �', M4 t a / i� - ( BASINB- 1 BASIN rte` l� TRAFFIC CIRCLE _ ANDACCESS R ��� �q POND � �> CEMETERY i 9. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIIFICATION 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 PHASINIG OF SECURITY FENCE, METHODS OF MONITORING GATE OPENINGS, ETC. REFERENCE IS DIRECTED'TO THE SPECIAL PROVISIONS AND SECURITY NOTES FOR ADDITIONAL SECURITY REQUIREMENTS. 10. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 11. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 12. THE CONTRACTOR SHALL STOCKPILE P-154 CRUSHED AGGREGATE SUBBASE ON-SITE FOR EMERGENCY BACKFILL OF CABLE TRENCHES IN AREAS WHICH MUST BE RE -OPENED TO AIRCRAFT ON A DAILY BASIS. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THE FURNISHING, STOCKPILING AND ADDITIONAL HANDLING OF P-154 CRUSHED AGGREGATE SUBBASE MATERIAL. 13. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SPECIFIED BY THE ENGINEER, UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND PROTECTED BY SILT FENCE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADE, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. DRAINAGE NOTES: 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. DRAINAGE SHALL BE OFA CAPACITY EQUAL TO OR IN EXCESS OF'THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQURE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE CONSIDERED INCIDENTAL TO THE PFDJECT. 2. NOTE 2 DELETED BYADDENDUM NO. TWO (2). 3. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER:. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fox: (804) 275-8371 -www.deItaairport.com - DELTAAIRPORT CONSULTANTS, IN[. If 8M # DESCRIPTION ELEVATION NORTHING EASTING 4 BM2A 605.69 3937570.95 11497782.22 5 PK 607.16 3937563.90 11497400.33 6 PK 603.13 3937354.80 11497630.95 7 MASONRY NAIL 601.78 3937297.79 11497496.21 8 IRON ROD 609.78 3936393.58 11496660.45 9 di,JNW7 _PW a0000���oou000��` o , 10 IRON ROD 610.79 3936506.49 11496382.42 11 IRON ROD 605.38 3935486.54 11495972.79 12 PK COR DI 596.85 3935567.22 11496033.63 13 PK EDGE GUTTER 1 597.98 3935298.35 11496436.14 14 BMSA 1 594.38 3934962.27 1 11496193.40 - MAINTENANCEI '-� ARFF FACILITY •NAL FACILITY . •-- �� b (r 0� ar �', M4 t a / i� - ( BASINB- 1 BASIN rte` l� TRAFFIC CIRCLE _ ANDACCESS R ��� �q POND � �> CEMETERY i 9. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIIFICATION 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 PHASINIG OF SECURITY FENCE, METHODS OF MONITORING GATE OPENINGS, ETC. REFERENCE IS DIRECTED'TO THE SPECIAL PROVISIONS AND SECURITY NOTES FOR ADDITIONAL SECURITY REQUIREMENTS. 10. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 11. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 12. THE CONTRACTOR SHALL STOCKPILE P-154 CRUSHED AGGREGATE SUBBASE ON-SITE FOR EMERGENCY BACKFILL OF CABLE TRENCHES IN AREAS WHICH MUST BE RE -OPENED TO AIRCRAFT ON A DAILY BASIS. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THE FURNISHING, STOCKPILING AND ADDITIONAL HANDLING OF P-154 CRUSHED AGGREGATE SUBBASE MATERIAL. 13. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SPECIFIED BY THE ENGINEER, UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND PROTECTED BY SILT FENCE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADE, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. DRAINAGE NOTES: 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION OF THE PROJECT. DRAINAGE SHALL BE OFA CAPACITY EQUAL TO OR IN EXCESS OF'THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQURE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE CONSIDERED INCIDENTAL TO THE PFDJECT. 2. NOTE 2 DELETED BYADDENDUM NO. TWO (2). 3. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER:. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fox: (804) 275-8371 -www.deItaairport.com - DELTAAIRPORT CONSULTANTS, IN[. If 8M # DESCRIPTION ELEVATION NORTHING EASTING 4 BM2A 605.69 3937570.95 11497782.22 5 PK 607.16 3937563.90 11497400.33 6 PK 603.13 3937354.80 11497630.95 7 MASONRY NAIL 601.78 3937297.79 11497496.21 8 IRON ROD 609.78 3936393.58 11496660.45 9 PK 611.70 3936541.11 11496423.12 10 IRON ROD 610.79 3936506.49 11496382.42 11 IRON ROD 605.38 3935486.54 11495972.79 12 PK COR DI 596.85 3935567.22 11496033.63 13 PK EDGE GUTTER 1 597.98 3935298.35 11496436.14 14 BMSA 1 594.38 3934962.27 1 11496193.40 LEGEND 400 AIRPORT PROPERTY LINE (APPROX.) 400 800 ---- EXISTING SECURITY FENCE -RSA - RUNWAY SAFETY AREA - - - ---ROFA- RUNWAY OBJECT FREE AREA F� CONTRACTOR'S HAUL ROUTE Q BM BENCHMARK CSA CONTRACTOR STAGING AREA CEP CONTRACTOR EMPLOYEE PARKING EXISTING GLIDE SLOPE AND LOCALIZER CRITICAL AREA CONSTRUCTION ENTRANCE EXISTING WETLANDS 400 0 400 800 SCALE: 1"=400' FEET 1 Tla UPGRADE AIRFIELD ELECTRICAL AIP NO. �P OF D AIP 3-51-0004-038/039-2008 r DRAWN BY: N HIP 30 9027 DESIGNED > GENERAL LAYOUT & NOTES RWW NO. BY: I' I� Awa GSS/ JE1/ WME 'S7oNAL- ti`j6� CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 4...... 1" = 400' MARCH 2008 JOB NO. VA 07163 SHEET OF 3 30 PART 77 APPROACH SURFACE 1,000'x 16,000' x 50,000' FIRST 10,000'- 50:1 LAST 40,000'- 40:1 'BASIN #5 J i _ - - - -ROFA BASIN#6 ,�-- \ _RPZ 1 \/ All r r �.- �-' RUNWAY PROTECTION ZONE 2,5Q0' x 1,000'x 1,750' 1 _ Il n� PHASING NOTES: GENERAL 1. THE CONTRACTOR SHALL HAVE ONE HUNDRED TEN (110) CALENDAR DAYS TO COMPLETE THE ENTIRE PROJECT. LIQUIDATED DAMAGES IN THE AMOUNT OF $2,000 PER DAY WILL BE ASSESSED THE CONTRACTOR FOR EACH CALENDAR DAY THAT THE TIME CONTRACT TIME IS EXCEEDED. 2. THE CONTRACTOR SHOULD ANTICIPATE MULTIPLE WORK CREWS FOR WORK IN ALL WORK AREAS. 3. FOR ALL WORK WITHIN THE GLIDE SLOPE AND LOCALIZER CRITICAL AREAS, THE GLIDE SLOPE AND LOCALIZER MUST BE NOTAMed OUT OF SERVICE AND TURNED OFF BY THE FAA/AFS. 4. THE CONTRACTOR SHALL INSTALL OWNER FURNISHED MOBILE LIGHTED CLOSED RUNWAY MARKERS AND CONTRACTOR FURNISHED CLOSED TAXIWAY MARKERS AS THE FIRST ITEM OF WORK IN EACH WORK AREA, THE CONTRACTOR SHOULD ANTICIPATE MULTIPLE SETUPS AND RELOCATIONS OF BOTH THE CLOSED RUNWAY AND CLOSED TAXIWAY MARKERS DURING THE PROJECT. 5. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER, PRIOR TO BEGINNING WORK WITHIN ANY WORK AREA, TO INSURE THAT THE PROPER NOTAMS ARE ISSUED. AREA SPECIFIC WORK AREA 1, 3, AND $: REPLACE EDGE LIGHTS, SIGNS, CABLE, AND INSTALL LIGHTING PROTECTION COUNTERPOISE CONTRACTTIME: 110 CALENDAR DAYS (NIGHTTIME ONLY FROM MIDNIGHT UNTIL 5:30 AM) AREAS CLOSED: RUNWAY 3-21 TAXIWAY °A- FROM TAXIWAY'C" TO TAXIWAY "D" TAX IWAY 'C' TAXIWAY'A' FROM TAXIWAY °E" TO AMVEST-WORRELL TAXIWAY "E" 1. ALL WORK IN WORK AREAS 1, 3 AND S SHALL BE COMPLETED WITHIN THE TOTAL CONTRACT TIME ALLOWED. 2. THE RUNWAY SAFETY AREA SHALL BE RESTORED TO FAA LINES AND GRADES (NO PAVEMENT DROPOFFS GREATER THAN 3', NO OPEN TRENCHES, NO SLOPES GREATER THAN 5%), AND ALL AIRFIELD LIGHTING SHALL BE CHECKED TO CONFIRM PROPER OPERATION, AT THE END OF EACH WORK PERIOD, PRIOR TO RE -OPENING THE RUNWAY. SEE SECTION 130 OF THE CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS. 3. THE CONTRACTOR SHALL HALT CONSTRUCTION OPERATIONS A MINIMUM OF ONE AND ONE HALF (1.5) HOURS PRIOR TO THE SCHEDULED 5:30 AM REOPENING TIME FOR THE RUNWAY, AND BEGIN AIRFIELD PAVEMENT AND SITE CLEANUP OPERATIONS IN PREPARATION FOR THE RE -OPENING OF THE RUNWAY. THE OWNER AND THE ENGINEER WILL MAKE AN INSPECTION OF THE AIRFIELD PAVEMENTS AND THE SAFETY AREAS THIRTY (30) MINUTES PRIOR TO THE SCHEDULED TIME FOR RE -OPENING THE RUNWAY. THE CONTRACTOR SHALL PROVIDE ADEQUATE ARTIFICIAL LIGHTING, AS DETERMINED BY THE ENGINEER, FOR PROPER INSPECTION OF THE AIRFIELD PAVEMENTS AND SAFETY AREAS, THE CONTRACTOR SHALL KEEP PERSONNEL AND EQUIPMENT ON THE AIRFIELD, IN THE EVENT ADDITIONAL WORK IS REQUIRED IN THE RUNWAY SAFETY AREA OR FOR CLEANUP OF THE AIRFIELD PAVEMENTS. THE OWNER SHALL MAKE THE FINAL DETERMINATION AS THE CONDITION OF THE AIRFIELD PAVEMENTS AND SAFETY AREAS FOR RE -OPENING OF THE RUNWAY. 4. IN THE EVENT THE AIRFIELD PAVEMENTS AND SAFETY AREAS REQUIRE ADDITIONAL GRADING AND/OR CLEANUP, THE CONTRACTOR SHALL BE ASSESSED DAMAGES, IN THE AMOUNT OF $250 PER MINUTE, FOR EACH MINUTE, OR PORTION THEREOF, THATTHE RUNWAY REMAINS CLOSED BEYOND THE SCHEDULED RE -OPENING TIME. 1 1 1 I5 d CAGOOr LIDE� SLOPE - -ROFA- - TW „F, 21 - WORK AREA 7 `ASIN #2\ WORK AREA 2: REPLACE EDGE LIGHTS, SIGNS, CABLE, AND INSTALL LIGHTING PROTECTION COUNTERPOISE ON TAXIWAYS W,'B' AND'F' (ALL WORK INSIDE TAXIWAY OFA). MILESTONE CONTRACT TIME: THREE (3) 24 HOUR PERIODS AREAS CLOSED: TAXIWAY 'A' FROM RUNWAY 3 TO TAXIWAY'C' TAXIWAY'B' TAXI WAV °F" 1. ALL WORK IN WORK AREA 2 SHALL BE COMPLETED DURING A CONTIGUOUS THREE (3) DAY PERIOD. 2. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $250D PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 2. 3. ALL WORK IN WORK AREA 2 SHALL BE COMPLETED PRIOR TO COMMENCING WORK IN WORK AREA 4 OR WORK AREA S. 4. WORK ADJACENT TO THE EXISTING GA APRON MAY BE COMPLETED ON A PULL-BACK BASIS AS ORDERED BY THE, ENGINEER. WORK AREA 4: REPLACE EDGE LIGHTS, SIGNS, CABLE, AND INSTALL LIGHTING PROTECTION COUNTERPOISE ON TAXIWAYS *A" AND (ALL WORK INSIDE TAXIWAY OFA). MILESTONE CONTRACT TWE: TWO (2) 24 HOUR PERIODS AREAS CLOSED: TAXIWAY W FROM TAXIWAY °D' TO TAXIWAY 'E' TAXIWAY'D' 1. ALL WORK IN WORK AREA 4 SHALL BE COMPLETED DURING A CONTIGUOUS TWO (2) DAY PERIOD. 2. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $250D PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 4. 3. ALL WORK IN AREA 4 SHALL BE COMPLETED PRIOR TO COMMENCING WORK IN WORK AREA 2 OR WORK AREA 6. WORK AREAE: REPLACE EDGE LIGHTS, SIGNS, CABLE, AND INSTALL LIGHTING PROTECTION COUNTERPOISE ON TAXIWAYS 'A' (ALL WORK INSIDE TAXIWAY OFA). MILESTONE CONTRACT TIME: THREE (3) 24 HOUR PERIODS AREASCLOSED: TAXIWAY"A'FROM AMVEST-WORRELL TO RUNWAY 21 1. ALL WORK IN WORK AREA 6 SHALL BE COMPLETED DURING A CONTIGUOUS THREE (3) DAY PERIOD. 2. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $2500 PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 6. 3. ALL WORK IN WORK AREAE SHALL BE COMPLETED PRIOR TO COMMENCING WORK IN WORK AREA 2 OR WORK AREA 4. WORK AREA 7: REPLACE EDGE LIGHTS OUTSIDE TAXIWAY SAFETY AREA, CONSTRUCT NEW AIRFIELD ELECTRICAL VAULT, AND INSTALL NEW VAULT EQUIPMENT. CONTRACT TME: 110 CALENDAR DAYS AREA CLOSED: NONE 1. ALL WORK IN WORK AREA 7 SHALL BE COMPLETED WITHIN THE TOTAL CONTRACT TIME ALLOWED. -ROFA- +\. +++ s3 LANDMARK F_ AVIATION 0 BASIN #4 TSA CONTROL TOWER `TERMINAL ARFF \BUILDING FACILITY \ AREA 7 WORK AREA 7 ,! o ♦ / I .� . ( �„ BASIN #8...-�`�_ _ . . O` 1-� • _-��. 1�• �13 SIN#9 .. -s ♦ IPh �1�T AIRFIELD SAFETY DURING CONSTRUCTION: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDERCCONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL 71MBES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. 2. CLOSED RUNWAY7TAXIWAY MARKERS SHALL BE INSTALLED AAS THE FIRST TASK IN ANY WORK AREA AND SHALL BE REMOVED AS THE LAST TASK IN ANY WORK AWEAS. BARRICADES SHALL NOT BE REMOVED UNTIL THE RUNWAY AND TAXIWAY PAVEMENTS ANDD SAFETY AREAS ARE ESTABLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ARRE SUITABLE FOR USE BY AIRCRAFT. REFER TO MISCELLANEOUS DETAILS SHEET FOR CLOSED MAFRKERS AND AVIATION BARRICADE DETAILS. 3. THE CONTRACTOR SHALL RELOCATE THE CLOSED MAR ERSIAND AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATIONS OF THE CLOSED MARS(ERS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSER) MARKINGS, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 4. ANY RE -OPENING OF TEMPORARILY CLOSED AIRFIELD PAVEWENT SHALL BE COORDINATED IN ADVANCE WITH THE ENGINEER, IT IS IMPERATIVE THAT THE CDONTRACTOR CLEAN ALL DEBRIS (FOD) FROM ALL RUNWAY AND TAXIWAY PAVEMENTS PRIOR TO USES BY AIRCRAFT. DEBRIS IS DAMAGING TO AIRCRAFT ENGINES AND MAY BECOME PROJECTILES WHEEN THROWN BY ENGINES. THE CONTRACTOR SHALL HAVE A VACUUM SWEEPER, FOR CLEANNING PAVEMENTS, ON SITE DURING ALL PERIODS CONSTRUCTION ACTIVITY IS UNDERWAY ADJACENT'TO AIRFIELD PAVEMENTS, PRIORTO RE -OPENING, THE RUNWAY AND TAXIWAY SAFETY AREAS SNAALL BE ESTABLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ALL ASSOCIATED) AIRFIELD LIGHTS SHALL BE ENERGIZED. S. NO DEBRIS OF ANY NATURE WILL BE ALLOWED IN ACTIVE AIROCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.).)MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE: MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MAIERUALS THAT COULD BLOW INTO AIRCRAFT OPERAAEONS AREA, SHALL BE RELOCATED OR REMOVE). S. PRIOR TO ESFERING ANY AIR OPERATIONS AREA (AOA) OR SAAFETY AREA, THE CONTRACTOR SHALL NOTIFY THEFNGINEER AND THE DIRECTOR OF AIRPORT OPEERATIONS. NO EQUIPMENT OR PERSONNELSHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAAFETY AREA UNLESS PROPERLY COORDINATE) WITH THE OWNER AND ATCT. THE USE OF TRAAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REWIRED IN THESE AREAS AND TWO-WAY RADIO (COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMESMTH THE AIRPORT AIR TRAFFIC CONTROL TOWNER (ATCT). 7. THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TIVO-WAV RADIOS, IN GOOD OPERATING CONDITION, OISITE AT ALL TIMES AND SHALL BE RESPONSIBBLE FOR PROVIDING THE RADIOS. REFERENCE ISDIRECTED TO THE SPECIAL PROVISIONS OF THIiE SPECIFICATIONS. RADIOS SHALL REMAIN PROPERTY OF CONTRACTOR UPON PROJECT COMPLLETION. 8. RUNWAY AND/OR TAXIWAY LIGHTS SHALL BE DE -ENERGIZED I OR PROPERLY COVERED ON THE CLOSED RUNMAY AND ALL CLOSED SECTIONS OF TAXIWAYS, (140 SEPARATE PAY ITEM). RUNWAY AND TAXIWAYSUGHTS SHALL BE CHECKED FOR PROPER OPPERATION, BY THE CONTRACTOR, A MINIMUM OF ONE HOUR PRIOR TO RE -OPENING OF A CLOSED) RUNWAY OR TAXIWAY. 9. THE OWNER WL PERMIT THE CONTRACTOR ONE (1) ACCESSS LOCATION. THIS ACCESS LOCATION SHALL BE USEOFOR ALL CONTRACTOR INGRESS AND EGRESSS, EMPLOYEES, AND MATERIAL DELIVERIES. THE CONTRACTOR SHALL KEEP THE ACCESS GAATE CLOSED OR GUARDED AT ALL TIMES. , 1 I a$ AMVEST- WORRELL ROTATING / \ BEACON \ PART 77 APPROACH SURFACE 1,000'x 4,000'x 10,000' It 34:1 SLOPE CEMETERY RPZ-_ o v RUNWAY PROTECTION ZONE 1,700'x 1,000'x 1,425' �-- - TsSNOW/ MAINTENANCE FACILITY ♦ - �. - - _ _ RPZ--.._.__ (BASIN #1 t- ) 10. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED ACCESS AND HAUL ROAD FOR INGRESS AND EGRESS TO THE CONSTRUCTION AREA AND FOR HAULING MATERIALS TO THE APPROVED WASTE AREA (AS APPLICABLE). 11. 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 UY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 12. ALL EQUIPMENT AND VEHICLES MUST BE MARKED WITH CONTRACTOR'S NAME LEGIBLE FROM 200 FEET. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH 3'xs'ORANGE CHECKERED FLAGS (DAY ONLY) OR YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 13, 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 OR MOVE WITHIN ANY AIRPORT MOVEMENT AREA (E.G. RUNWAY OR TAXIWAYS). 14. THE CONTRACTOR SHALL REFER TO THE GENERAL CONDITIONS, THE GENERAL PROVISIONS, SECTION 130, AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS, FOR THE CONTRACTOR'S RESPONSIBILITIES FOR OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL PARK ALL VEHICLES AND EQUIPMENT OUTSIDE OF ALL RUNWAY AND TAXIWAY SAFETY AREAS WHEN NOT WORKING. THE CONTRACTOR SHALL BE PREPARED TO CLEAR THE RUNWAY SAFETY AREA OF ALL MEN AND EQUIPMENT IF THE AIRPORT REQUIRES USE OF THE RUNWAY FOR AN EMERGENCY. 16. ALL TEMPORARY STOCKPILES SHALL BE LOCATED OUTSIDE OF ACTIVE TAXIWAYAND RUNWAY SAFETY AREAS AND BELOW FAR PART 77 SURFACES. REFER TO MISCELLANEOUS DETAILS SHEET FOR FAR PART 77 SURFACES DETAILS. 17. IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT THAT WILL PENETRATE THE FAR PART 77 SURFACES OF THE ADJACENT RUNWAY, THE ENGINEER SHALL BE NOTIFIED AT LEAST 60 DAYS IN ADVANCE, SO THAT THE NECESSARY CLEARANCES CAN BE OBTAINED FROM THE FAA, AND NOTAMS ISSUED. SEE THE MISCELLANEOUS DETAILS SHEET FOR THE FAR PART 77 SURFACES DETAIL. HEIGHT OF CONSTRUCTION EQUIPMENT WILL HAVE TO BE INDIVIDUALLY EVALUATED DURING CONSTRUCTION. 18. UPON NOTIFICATION FROM THE ATCT, DIRECTOR OF AIRPORT OPERATIONS, OR ENGINEER, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY. 19. THE CONTRACTOR SHALL NOT MAKE CHANGES TO THE PHASING AND SAFETY PLAN WITHOUT APPROVAL OF THE AIRPORT, ENGINEER, AND FAA. 20. THE CONTRACTOR SHALL COORDINATE WITH ATCT TO ENSURE UNOBSTRUCTED LINE OF SIGHT AT ALL TIMES. ADDITIONALLY, THE CONTRACTOR SHALL KEEP THE ATCT MANAGER UPDATED ON THE CONSTRUCTION SCHEDULE AND PLANS AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE. 21. NO CONSTRUCTION ACTIVITIES OR OPEN TRENCHES WILL BE PERMITTED WITHIN 20V OF THE RUNWAY CENTERLINE WHILE THE RUNWAY IS ACTIVE. 22. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION EFFORTS WITH AIRPORT OPERATIONS TO ENSURE ALL REQUIRED NOTAMS ARE ISSUED AND THAT THE IMPACT TO NORMAL OPERATIONS IS KEPT TO A MINIMUM. LEGEND - - - - - - - AIRPORT PROPERTY LINE (APPROX.) X EXISTING SECURITY FENCE -RSA---- RUNWAY SAFETY AREA - - - ----ROFA-- RUNWAY OBJECT FREE AREA �► �► CONTRACTOR'S HAUL ROUTE OEM EXISTINGGLIDE SLOPE AND LOCALIZER CRITICAL AREA DEXISTING WETLANDS NOTE: 1. SEE SHEET 5 FOR CLOSED MARKER AND BARRICADE LAYOUT FOR EACH WORK AREA. 300 0 300 600 SCALE: 1"=300' FEET s ATTx o UPGRADE AIRFIELD ELECTRICAL AIP NO. JOB NO. DELTA AIRPORT cAR S. i LE`r� AIP 3.51-0004-038/039-2008 VA 07163 s 9711 Farrar Court, Suite 100 c DRAWN BY: SHEET �= Richmond, Virginia 23236 U UC NO. 0215 PHASING PLAN & NOTES DESIGNED BY: RWW 0 go 4/30/08 4 LL 1 OF ' a G55/ JEJ/WME q ADDENDUM NO. FOUR ( WIVE JDN phone: (804) 275-8301 1 fax: (804) 275-8371 ADDENDUM NOONE (1) AGPSPS. 414/08 WWw,deItaairport.com coNsvlraNrs, 1��a SCALE: DATE: 70NAL CHARLOTTESVILLE-ALBEMARLE AIRPORT MARCH 20083Q IN REVISIONS DATE J 0 s 1k° 00 \ / \ .. / CEMETERY , —FF ---------------•J AWG p /. / EXISTING GLIDE SLOPE J a t � 1 1 � 1 ♦` I BASIN #6 — —ROFA— — — ——ROFA-- -- —ROFA— — — — —ROFA— — — I NO. I REVISIONS I BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 / fax: (804) 275-8371 —www.deItaairport.com— ROTATING -----TSA-----TSA— WrA TSA-----7SA— -----ISA- -ROFA— —ROFA— — — — —ROFA--TW-A, — — —ROFA— — — — —ROFA-- --- -- ——ROFA-- — MOBILE LIGHTED CLOSED RUNWAY MARKER ---TSA— ---TSA– – – ---TSA TAXIWAY MARKER WITH -----7SA--------TSA----- AVIATION BARRICADES ,,, TOFA _ _ _ AVIATION BARRICADE – TOFA— CONTRACTOR'S HAUL ROUTE � EXISTING GLIDE SLOPE AND "F. LOCALIZER CRITICAL AREA LANDMARK WETLANDS 11 71 \� AVIATION IIII y I11 WORK AREA 7 --- II11 Ll #2 `BASIN A 9 #3 i BASIN #4 I NO. I REVISIONS I BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 / fax: (804) 275-8371 —www.deItaairport.com— —ROFA— ——�tlBFif►r ?�= OfA— 0 rOfa ---7 -- � -----TSA-----TSA lSA-----TSA — -- —ROFA— --- —ROFA— —ROFA— —ROfA— —ROFA—-- - -- TSAFS4 41 A -----TSA ----TSA----TSA TOFAFA TERMINAL AMVEST- ARFF BUILDING WORK - - — FACILITY AREA 7 WORRELL - - (BASIN #1 1/ , < / - J TOWER ll!; � DELTA, AIRPORT coxsuLraxrs, Ixc `IIN SNOW/ MAINTENANCE FACILITY LEGEND — - - — - - — ROTATING -#—X-- '\/I SCALE: ------------- n Il I� ORK AREA 7 RUNWAY SAFETY AREA LN RUNWAY OBJECT FREE AREA MOBILE LIGHTED CLOSED RUNWAY MARKER II —flROFA— II — — —N4-40OFA.0---M —ROFA— ——�tlBFif►r ?�= OfA— 0 rOfa ---7 -- � -----TSA-----TSA lSA-----TSA — -- —ROFA— --- —ROFA— —ROFA— —ROfA— —ROFA—-- - -- TSAFS4 41 A -----TSA ----TSA----TSA TOFAFA TERMINAL AMVEST- ARFF BUILDING WORK - - — FACILITY AREA 7 WORRELL - - (BASIN #1 1/ , < / - J TOWER ll!; � DELTA, AIRPORT coxsuLraxrs, Ixc `IIN SNOW/ MAINTENANCE FACILITY LEGEND — - - — - - — ROTATING -#—X-- BEACON SCALE: ------------- —ROFA— ——�tlBFif►r ?�= OfA— 0 rOfa ---7 -- � -----TSA-----TSA lSA-----TSA — -- —ROFA— --- —ROFA— —ROFA— —ROfA— —ROFA—-- - -- TSAFS4 41 A -----TSA ----TSA----TSA TOFAFA TERMINAL AMVEST- ARFF BUILDING WORK - - — FACILITY AREA 7 WORRELL - - (BASIN #1 1/ , < / - J TOWER ll!; � DELTA, AIRPORT coxsuLraxrs, Ixc `IIN SNOW/ MAINTENANCE FACILITY LEGEND — - - — - - — AIRPORT PROPERTY LINE (APPROX.) -#—X-- EXISTING SECURITY FENCE SCALE: ------------- PROPOSED VDOT RIGHT-OF-WAY RSA RUNWAY SAFETY AREA — —--�—/-�--ROFA— RUNWAY OBJECT FREE AREA MOBILE LIGHTED CLOSED RUNWAY MARKER (OWNER FURNISHED) XCLOSED TAXIWAY MARKER WITH AVIATION BARRICADES ,,, +-� AVIATION BARRICADE �--► �—► CONTRACTOR'S HAUL ROUTE � EXISTING GLIDE SLOPE AND nU LOCALIZER CRITICAL AREA DEXISTING WETLANDS 300 0 300 600 SCALE: 1"=300' FEET UPGRADE AIRFIELD ELECTRICAL AIP NO. JOB NO. AIP 3-51-0004-038/039-2008 VA 07163 WORK AREA BARRICADE & DRAWN BY. PJW SHEET 5 CLOSED MARKER PLAN DESIGNED BGSS/JEJ/WME OF /� CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 30 I" = 300' MARCH 2008 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT I. TEMPORARY FILL DIVERSION .3.10 DEPOSITS (MS -19). 1. PROJECT DESCRIPTION THIS DEVICE SHALL BE INSTALLED AS ORDERED BY THE ENGINEER ALONG THE TOP SLOPE OF e. SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHER ACTIVE FILL EMBANKMENTS TO DIVERT RUNOFF AWAY FROM UNPROTECTED FILL SLOPES. THE SCOPE OF THIS PROJECT AT THE CHARLOTTESVILLE-ALBEMARLE AIRPORT CONSISTS OF MEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST THE FOLLOWING MAJOR ITEMS: STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE g. TEMPORARY SEDIMENT TRAP - 3.13 TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE 1. UPGRADE / RELOCATE AIRFIELD ELECTRICAL VAULT SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION (MS4 8 5). THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES a. NEW VAULT SITE WORK - APPROXIMATELY THREE (3) ACRES OF DISTURBANCE. SHALL BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG I. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 2. REHABILITATE AIRFIELD SIGNAGE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR a. NO IMPACT, EXISTING FOUNDATIONS TO BE REUSED. PERMANAENT CHANNEL LINING SHALL BE INSTALLED IN BOTH CONVEYANCE CHANNEL AND h. TEMPORARY SLOPE DRAINS -3.15 RECEIVING CHANNEL (MS -11). 3. REHABILITATE AIRFIELD LIGHTING THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED a. MINIMAL IMPACT, EXISTING BASES AND CONDUIT TO BE REUSED WHEN POSSIBLE. g. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED BY THE ENGINEER. THE DEVICE SHALL CONSIST OF FLEXIBLE TUBING INSTALLED TO CONVEY DISTURBANCE WILL BE LIMITED TO TRENCHES TO BE DUG FOR COUNTERPOISE AND WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL. FLUME OR SLOPE DRAIN RUNOFF FROM THE TOP TO THE BOTTOM OF A DISTURBED SLOPE WITHOUT CAUSING EROSION NEW DUCTBANKS. STRUCTURE (MS -8). ON OR BELOW THE SLOPE. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE h. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION (.OUTLET PROTECTION -3.18 INTERCEPTED BY SILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES. (VESCH STANDARD SPECIFICATION 3.29). SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY 2. EXISTING SITE CONDITIONS CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS THE ENGINEER TO REDUCE EROSION AND UNDER -CUTTING AT NEWLY INSTALLED OUTLETS AND THE SITE IS AN AREA OF MILD TO MODERATELY SLOPING TERRAIN WITH AN AVERAGE TO DENSE CORRECTED (MS -7). TO REDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS. GRASS COVER. I. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, 1. CHECKDAMS - 3.20 PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF 3. ADJACENT PROPERTY OR VEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES LOCATED WITHIN ALBEMARLE COUNTY, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THE CHARLOTTESVILLE-ALBEMARLE AIRPORT IS VIRGINIA APPROXIMATELY SEVEN MILES NORTH LO THE CITY HI CHARLOTTESVILLE. THE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE AIRPORT IS BOUNDED ON THE SOUTH AND EAST BY STATE ROUTE 606 AND ON THE WEST BY ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL 8. VEGETATIVE PRACTICES ROUTE 743 AND RESIDENTIAL AREAS PREDOMINATELY ZONED RA (RURAL AREAS). THE SITE OF CONSTRUCT AND MAINTAIN ALL OF THE TEMPORARY STONE CONSTRUCTION ENTRANCES PROPOSED CONSTRUCTION IS WITHIN THE BORDERS OF THE AIRPORT PROPERTY. AS A RESULT, SHOWN ON THE PLANS (MS -17). a. SURFACE ROUGHENING - 3.29 THIS PROJECT WILL NOT REQUIRE ANY OFFSITE ACTIVITY. j. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF 4. SOILS MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR THE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLY THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE AIRPORT PROPERTY: INTENDED FUNCTION. ROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. 48 - ASHE LOAM, 2 TO 7 PERCENT SLOPES, GENTLY SLOPING, AND SOMEWHAT EXCESSIVELY k. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN b. TOPSOIL STOCKPILE - 3.30 THIRTY (30) DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY DRAINED. PERMEABILITY IS MODERATELY RAPID, SURFACE RUNOFF IS MEDIUM. THE HAZARD OF MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE EROSION IS MODERATE. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL 14C -CHESTER LOAM, 7 TO 15 PERCENT SLOPES, STRONGLY SLOPING, AND WELL DRAINED. ORDERED BY THE ENGINEER (MS -18). BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. I. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, WELL DRAINED, AND GENTLY SLOPING. AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. e. TEMPORARY SEEDING - 3.31 PERMEABILITY IS MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS m. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL (DURING CONSTRUCTION SHALL BE THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND MODERATE. PROTECTED SO THAT SEDIMENT LADEN WATER WILL NIOT ENTER THE CONVEYANCE SYSTEM ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE 36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY SLOPING. WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST -GERMINATING, PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. STANDARD 3.07, STORM DRAIN INLET PROTECTION) (MS -10). TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 36D - HAYESVILLE LOAM 15 TO 25 PERCENT SLOPES, WELL DRAINED AND MODERATELY STEEP. n. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVER. CONTROL PERMIT FROM THE ALBEMARLE COUNTY EROSION CONTROL OFFICER AND POST 9. MANAGEMENT STRATEGIES THE REQUIRED EROSION CONTROL BOND. a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND 37C3 -HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY o. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. END AS QUICKLY AS POSSIBLE. SLOPING. PERMEABILITY IS MODERATE, SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS IS SEVERE. WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES. PERMEABILITY RANGES FROM SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. MODERATELY RAPID TO SLOW, SURFACE RUNOFF IS MEDIUM TO VERY RAPID. THE HAZARD FOR p. DURING CONSTRUCTION EN THE PROJECT, SOIL ES. THE (LES SHALL BE STABILIZED IB PROTECTED WITH SEDIMENT TRAPPING MEASURES. T'HE CONTRACTOR IS RESPONSIBLE FOR c. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER EROSION IS MODERATE TO VERY SEVERE. THE TEMPORARY PROTECTION AND PERMANENT STAEBIUZATION OF ALL SOIL STOCKPILES ON GRADING. SITE (MS -2). d. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. q. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA (MS -16): e. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. a. NO MORE THAN 500 LINEAR FEET OF TRENCH WAY BE OPENED AT ONE TIME. 10. PERMANENT STABILIZATION b. EXCAVATED MATERIAL SHALL BE PLACED ON TI'HE UPHILL SIDE OF TRENCHES. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING r c. EFFLUENT FROM DEWATERING OPERATIONS SMALL BE FILTERED OR PASSED IMMEDIATELY FOLLOWING FINISH GRADING. PERMANENT SEEDING, SODDING AND MULCHING e Rsti'PR + .nom ar+� U� THROUGH AN APPROVED SEDIMENT TRAPPING; DEVICE, OT BOTH, AND DISCHARGES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901, T-904, AND T-908. IN A MANNER THAT DOES NOT ADVERSELY AFFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. 11. MAINTENANCE d. RESTABILIZATION SHALL BE ACCOMPLISHED INI ACCORDANCE WITH THESE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY REGULATIONS. AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. SOILS SURVEY MAP e. APPLICABLE SAFETY REGULATIONS SHALL BE COMPILED WITH. NTS r. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION a. THE INLET PROTECTION DEVICES SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. AND SEDIMENT CONTROL HANDBOOK. b. THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL 5. CRITICAL EROSION AREAS 9. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (STANDARD PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED VAULT SITE. THIS SITE LIES AT THE TOP SPECIFICATION 3.10),"TEMPORARY FILL DIVERSION' Alf THE TOP OF EACH UNPROTECTED FILL CLEANED OR REPLACED. OF AN EXISTING 3:1 SLOPE WHICH DRAINS INTO A NATURAL STREAM NEAR THE TOE OF THE SLOPE FOR THE DURATION OF THE PROJECT. THE TEAMPORARY FILL DIVERSION SHALL DIVERT SLOPE. EXTREME CAUTION WILL BE TAKEN TO MINIMIZE THE IMPACTS TO THIS AREA. THE STORM WATER RUNOFF TO AN APPROPRIATE SED)IMENT TRAPPING DEVICE IF LADEN c. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR STRUCTURAL MEASURES AS DESCRIBED BELOW, WILL BE USED TO PROTECT OFFSITE AREAS WITH SEDIMENT. DETERIORATION. FROM SEDIMENT DEPOSITION. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE. 7. STRUCTURAL PRACTICES d. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED, 6. EROSION AND SEDIMENT CONTROL MEASURES a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 e. ALL SEDIMENT TRAPS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT. THE CONTRACTOR a. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONISTRUCTION ACCESS TO PUBLIC SHALL PROMPTLY REMOVE BUILT UP SEDIMENT WHEN IT REACHES THE STAKES SET AT THE WITH FEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES ROADWAYS. CLEANOUT ELEVATION AND AT THE END OF THE PROJECT. SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK b. SILT FENCE -3.05 (VESCH), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEQUENCE OF CONSTRUCTION SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND THIS DEVICEWILL BE INSTALLED IN THE LOCATIONS SHOIWN ON THIS PLANS, OR AS ORDERED BY MULCHING OF PERMANENT SEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM THE ENGINEER. 1. INSTALL SILT FENCE AND INLET PROTECTION DOWNSTREAM OF WORK AREAS. FOR "EROSION AND SEDIMENT CONTROL.' PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING WILL BE MADE UNDER THEIR RESPECTIVE PAY ITEMS. THE c. STORM DRAM INLET PROTECTION - 3.07 2. INSTALL SEDIMENT TRAP, DIVERSION DIKES, SLOPE DRAINS, ETC. IN VAULT AREA. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING 3. EXCAVATE TRENCHES REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONSTRUCTION. CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND a. EXCAVATED MATERIAL IS TO BE PLACED ON THE UPSTREAM SIDE OF THE TRENCH. SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT DUE TO THE d. CULVERT INLET PROTECTION -3.08 CONTRACTOR'S SEQUENCE OF WORK. b. NO MORE THAN 500 LF OF OPEN TRENCHING SHALL BE PERMITTED AT ANY ONE TIME. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS THIS DEVICE SNALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES 4. STABILIZE SITE WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL SHALL BE USEDTO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINA(GE SYSTEM PRIOR TO PERMANENT S. REMOVE EROSION AND SEDIMENT CONTROL MEASURES. MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN STABILIZATION OF A DISTURBED PROJECT AREA. THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL a. TEMPORARY DIVERSION DIKE -3.09 6. CONVERT EXISTING SEDIMENT TRAP INTO A MODIFIED BIORETENTION FILTER. STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS (MS -1). T c. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHIOWN ON THE PLANS OR AS ORDERED COUNTY REVIEW SET PERMANENTLY STABILIZED (MS -3). BY THE ENGINEER. THE DIVERSION DIKE SHALL SERVE 70 DIVERT SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE. _0111TH G UPGRADE AIRFIELD ELECTRICAL AIP NO. JOB NO. F,A F `AIP 3 -51 -0004 -PENDING VA 07163 5 9711 Farrar Court, Suite 100 t DRAWNBY: SHEET DELTA AIRPORT � Richmond, Virginia 23236 GARY HIP EROSION &SEDIMENT RWW N 30218CONTROL NOTES DESIGNED BY: phone: (804) 275-8301 s fax: (804) 275-8371 w r1 ,y� r GSS/ JEJ/ WME 2 2 PER COUNTY ESRC REVIEW COMMENTS WME JON 11110Po8 CONSULTANTS, I N e �O F (� I !� l77/ o{'Q� OF 3 LL 1 PER COUNTY ESBC REVIEW COMMENTS JDB JDN 8111108 www . d a l t a a i r p o r 1. c o m '`' NAL � CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: SS7D �� NONE MARCH 2008 o NO. REVISIONS BY APP. DATE STONE I /ENTRANCE PROVIDE HIM 70' MIN, EXISTING NO. JOB NO. rl.lrf,�ti•w rt.tr l•�ttararan� FILTER CLOTH 6- M10 1. M MOUNTABLE BERM • SHEET T EXISTING GROUND 70' MIN T ;. r. l�TP .•.•.�.• OF Via.. •:.. ygy. tv2•�2 vL 12, MIN, • .EXISTING SCALE: DATE: PAVEMENT NONE VIOT #11 POSITIVE DRAINAGE 10, MIN TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION •.••�rY. •.••..•.•.y. .•.�. .., iii �' .•.'���:'�'�'.��'i���• •lk�l�.�lY:���l?:�1�'.,�ti~ FILTER CLOTH SECTION CONCRET SPACE SECTIONREINFORCED : TEMPORARY SEDIMENT TRAP MODIFIED VARIABLI• VARIABLE n•Ir�usi 1' 67 CU. 1'D./ACRE 87 CU. VA/ACRE (EXCAVATED) 4'IAAX COARSE ACCRECAfE CLEANOUIS TO BE INSTALLED FILTER CLOTH AT ALL BENDS 6• UNDERDRAIN I.... .... ... .. .... ... -SEE PLATE 3.13-1 BACKFILLED W/VDOr 168 WRAPPED IN FILTER FABRIC CUSS CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) = 5 X DRAINAGE AREA \ �(IN AC.) COARSE AGGREGATE r r / EXCAVATED AREA FILTER CLOTH / �\ 1"COARSE AGGREGATE SHALL BE VDOT q3• #357 OR /5 OUTLET (PERSPECTIVE VIEW) ELEV. DIVERSION DIKE SOURCE: VA. DSWC PLATE. 3.13-2 5.m LL 1 PER COUNTY ESBC REVIEW COMMENTS o NO. REVISIONS CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) L SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. Jill FLOE - 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. -� AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POIN SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) T H. I (FRONT ELEVATION) SnITW? Ad.aW from Installation of Straw and Fabric Filter Berrien for Sediment Control.11 DSTC PLATE. 305-2 henrood end Nyent TEMPORARY SLOPE DRAIN CORRUGATED METAL EXTENSION COLLAR TA72MOOF BEAD PROFITS OUTLET PR07WHON DHE PROVIDE HIM ED)I PRGTECTM -7 STANDARD FLARED END SECTION VIEW NOM SEDDEWT MAY HE CONTROLLED AT OUTLET R UPLAND PONDDIG WILL CREATE PROBLEMS EARTHEN DIRE (COMPACTED) 3:1 SECTION A - A 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 JOB JON 8/11/08 wWW.deItaairpori.com- BY APP. DATE BLOCK / GRAVEL DRO. INLET SEDIMENT FIL TER WIRE SCREEN ONCRETE BLOCK ��J•ii% �I 1 I y�1\� .•i GRAVEL* FILTER WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF W WITH /:�: I;�►iiiyj w►�ii�j�►ti3���� ���� � TalT�an:•�rT.ri�yals%ra��a� -r%a •� .� IIIIII�IIVill�lllllll�ll �IIIIIIrCIIIIIIIC ATER SEDIMENT mom -II \-DROP INLET WITH GATE SEDIMEN SPECIFIT APPLICATION 1 •. • 1 . • WHEREI HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY .. •PONDING • . 1 GRAVEL SHALL BE rr OCOARSE SOURCE: VA. DSWC PLATE, 3.07-3 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED !HANNEL -� ' ���io�•i•�� a��1.���idil -1 SECTION A -A FILTER CLOTH jDay IN a' -g*; NECOMDDIHIED nN ENTIRE pEEnDTSN 1 PIPE OUTLET TO WELL Nik'o-To1� DEFINED P VIEW "vis"s 0V ZIR- L SECTIONNOTES: 1. APRON LINING MAY BE BIPILAI GROUTED RIPRAP, CARION BASKET, OR CONCRETE. 'NU ING PLATES 3.18-3 AMD 348-4.3. d 11 1.5 TIMES THE MAXIMM STONE 1HAMORTER. BUT NOTMISS THAN 0 INCHES. 1 JV YCCtl: Y9. LJOI. Plate 3.18 - MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I W kL Ho "mnDMEPTH 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 H 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 - 4 ORIGINAL GROUND ELEV. SOURCE: VA. DSWC PLATE. 3.13-1 DELTA AIRPORT � �T HPU LIC. 0. 021 CONSULTANTS, INC. VDOT NO. 1 COARSE ArJ]OC/ATG 4- 4, BACKFILL >XIWAY SLOPE CULVERT INLET SEDIMENT TRAP NTS CIP 3.08 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC FILL SLOPE EARTHEN RID e' ,a SOURCE: VA. DSWC PLATE 3.10-1 3.20 COUNTY REVIEW SET UPGRADE AIRFIELD ELECTRICAL ALP TEMPORARY FILL DIVERSION GE PLATE 3.09-1 o PLATE, 3.07-3 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED !HANNEL -� ' ���io�•i•�� a��1.���idil -1 SECTION A -A FILTER CLOTH jDay IN a' -g*; NECOMDDIHIED nN ENTIRE pEEnDTSN 1 PIPE OUTLET TO WELL Nik'o-To1� DEFINED P VIEW "vis"s 0V ZIR- L SECTIONNOTES: 1. APRON LINING MAY BE BIPILAI GROUTED RIPRAP, CARION BASKET, OR CONCRETE. 'NU ING PLATES 3.18-3 AMD 348-4.3. d 11 1.5 TIMES THE MAXIMM STONE 1HAMORTER. BUT NOTMISS THAN 0 INCHES. 1 JV YCCtl: Y9. LJOI. Plate 3.18 - MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I W kL Ho "mnDMEPTH 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 H 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 - 4 ORIGINAL GROUND ELEV. SOURCE: VA. DSWC PLATE. 3.13-1 DELTA AIRPORT � �T HPU LIC. 0. 021 CONSULTANTS, INC. VDOT NO. 1 COARSE ArJ]OC/ATG 4- 4, BACKFILL >XIWAY SLOPE CULVERT INLET SEDIMENT TRAP NTS CIP 3.08 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC FILL SLOPE EARTHEN RID e' ,a SOURCE: VA. DSWC PLATE 3.10-1 3.20 COUNTY REVIEW SET UPGRADE AIRFIELD ELECTRICAL ALP TEMPORARY FILL DIVERSION GE PLATE 3.09-1 NO. JOB NO. AIP 3 -51 -0004 -PENDING VA 07163 >< EROSION &SEDIMENT DRAWN BY: RNNd SHEET T DESIGNED BY: CONTROL DETAILS w� OSS/ JET/ WME OF /� 3� CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE MARCH 2008 D d s ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES 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 (HORIZONTAL:VERTICAL). 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, OFFSITE 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 9:0012M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 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. 2 PER COUNTY ES&C REVIEW COMMENTSWME WWth- tOft JDN 11/10/08 1 PER COUNTY ES&C REVIEW COMMENTS 5-7 JDB JON 8/11/08 NO. REVISIONS HJ BY I APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 * fox: (804) 275-8371 -www.deItaairport.com- 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 180LBSIACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 05% 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. BIOFILTER PLANTING DESIGN Blo9Her Floor Dimensions Length • 30 It WWth- tOft Area= 315 SF Robinie fer811s 0.007 acres Planting Density = 400 stemslacre Plants Required = 3 Tree to Shurb Ratio = 3:1 Plants Provided: Shrubs= 8 Trees = 3 Due to FAA restrictions on planting trees In airside development, trees will be replaced with 3 shrubs. Final Number of Shrubs= 17 FINAL PLANTING SCHEDULE COVER COMMON NAME SCIENITIFIC NAME NUMBER HEIGHT SYMBOL BRISTLY LOCUST Robinie fer811s 3 5-7 BL HORIZONTAL JUNIPER Juniperus spp 3 1-2 HJ SWEET FERN Comptonla peregrtlna 3 24 SF WINGED EUONYMOUS Euonymus alatus 3 5-7 WE COMMON JUNIPER Juniperus commwnis "compressa" 3 3-6 CJ WITCH HAZEL Hamamelis virginiona 2 4-6 WH BIOFILTER PLANTING PLAN NTS DELTA AIRPORT fUGAMRY PLEY YtsCONSULTANTS, INC.(4 ORIGINAL GROUND ELEV COARSE AGGREGATE - PERFORATED RISER WRAPPED IN a FILTER FABRIC r 45° WYE (SOLID)- 22.r5 ''' BOTTOM 610.0'(�T 1.5I� 2. 5'4 1.5' 1' FILTER 1 \ s�olA0 CLOTH (TYP) RIPRAP\ OA�c,y(�4c' RAI�LOPE = 1.0% 7ti E68 WRAPPED IN FILTER FABRIC 1 \ STUB OUT 6" PVC PIPE, 8" IN LENGTH AND PLUG J CROSS SECTION SEDIMENT TRAP 3:1 STONE WEIR 3:1 3:1 ( r' CLEANOUT (TYP) PLAN VIEW -15---I TOP OF BERM ELEV =615' STONE �/ WEIR A l VDOT STD EW -12 r-�x a•r�x x� BIOFILTER MI• - OVED EQUIVALENT VDOT #68 BACKFILL 6" UNDERDRAIN 5' OC PROFILE VIEW ORIGINAL GROUND ELEV 2 0' CLASS STATE APPROVED RIPRAP BIOFILTER MO( (TYP) n� CLEANOUT WITH 6" MAX SOIL BACKFILL (TYP) WATERTIGHT CAP BOTTOM 612.5' i\ A \ FILTER CLOTH (TYP) \ \ C"Too 45° WYE (SOLID) \ '�.�N .. ..: .. ...... . 8" SCH 40 PVC UNDERDRAIN @SLOPE = 1.0% MIN \ BACKFILLED W/VDOT #68 WRAPPED IN FILTER FABRIC \ CROSS SECTION BIOFILTER VDOT STD STD EW -12 SILT TRAP RETROFIT TO BIOFILTER NTS NOTES: 1. FINAL UPSTREAM STABILIZATION SHALL BE COMPLETED PRIOR TO MODIFING 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. 5. REFER TO THE STORMWATER MANAGEMENT PLAN SHEET FOR DIMENSION OF THE PROPOSED SEDIMENT TRAP AND BIOFILTER. UPGRADE AIRFIELD ELECTRICAL EROSION & SEDIMENT CONTROL DETAILS COUNTY REVIEW SET AIP NO. JOB NO. AIP 3.51 -0004 -PENDING VA 07163 DRAWN BY: SHEET PJW 7A DESIGNED BY: JDB OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 30 NONE MARCH 2008 300'R 47 00 44 00 41 00 38 00 36 00 32 00 300` RSAR5A- -RSA RSA RSA RSA RSA RS RSA-- RSA RSA- —RSA--RSA—RSA— —RSA RSA RSA RSA. RSA- --.sF"!l_? ` r l(D fP PROPOSED 2" PVC DRAIN TO SUMP SHEET''iNDEX` a m aam! DUCT BANK, TRENCH, 8 z-1 zE CIRCUIT LABEL LEGEND 2-1 tA, 1E 1�: 2-1 2E 2-i 1A, 1E 2-1 tA, 1E DUCT BANK INDIVIDUAL ITS_���_,MVA11 _����_��ygic_�--- P .. -��4v--------------we*----,--_ ___--- wow --__-_-__-----wow --_-_-_Wgiy�__----- _�.yµ�VV-. ORTRENCH SYMBOL 1 i 1 1 GND WIRE SIZE NUMBER OF CIRCUIT CODE CONDUITS NUMBER OF CABLES RUNWAY 3-21 SIGN/LIGHT COLOR LEGEND (6,001' X 150') W - WHITE(('' CHARACTER R -RED COR LENS COLOR — B -BLACK 1 Y -YELLOW W/R 1 1 O -OBSCURED G -GRE-...--..--.-_...—...—..._-------_... _...—... _...—...---.—.- ...---. .. �__ ���_� - - -___- -� C CLEAR OR LENS COLOR 1 VI�C+N--_-_ -Vyq A1.����� —... �.-. ...—..._... _..._..- -.. _..._... _.. —...— .—_ EN BACKGROUND ----------�w@.Y._____________� ... - ELECTRICAL SYMBOL LEGEND ODG p❑m \ 1 .�/ / 2-1 1A, 1E EXISTING REMOVE NEW REPLACE ALL NEW TO REMAIN EXISTING LOCATION COMPONENTS TRANSFORMER W W \ / // Qam W O N ON ORR OT UJ 12C :A // = SYMBOL DESCRIPTION 2-1 2C z 3.1 2E \ �1 /� W WOY L -860C IN -PAVEMENT HIRL L-858 AIRFIELD GUIDANCE SIGN (REPLACE) 1C 2E,1 : 2 -I#12g / O L -861T BASE MOUNTED MITL 3-1 2J - #12g \ _ - I / 3-1 2J - #12g 3.1 2J -#12g] WO Y L-862 BASE MOUNTED HIRL �1, H • RSA RSA RSA RS RSA RSA RS -RSA RSA" _RSA --RSA RSA -RSA----RSA--RSA RSA--RSA--- ----PSA—- - - 11 V - _ - ROG L -882E THRESHOLD LIGHT 2.1 2E - ----- -- -----�------------ P B II 6 1:� A - P ---_ --- OP L-867 ELECTRICAL PULLCAN �,p ---------��1'------ 3 \ PROPOSED2" 30DL � I� - .,Q a 2-11C, 1F ----- ---- PVC DRAIN 3001 FUTURE DEVELOPMENT RUNWAY LIGHTS —TOFA TOFA • TOFA TOFA -- I �. W TOFA TOFA TOFA TOFA-• PROPOSED 2" PVC DRAIN : n A ❑/O EXISTING DRAINAGE INLET/ MANHOLE PROPOSED 2" PVC DRAIN 2-1 2F Q�m /, • ' `X. 2-1 1C, 1F 16 2-1 2F \ \ B EXISTING DRAINAGE PIPE TSA—TSATSA A—__ �� ---TSA-----TSA-----TSA-----_ A____—TSA ♦..\ ` —75A—____ A—___-7SA—___ TSA—___TS ____TSA____—TSA_ —TSA—__ •TSA 2-1 1C, 'I F Gam 2-1 2F Q 2.1 2F — — — — — — — — _ CONCRETE ENCASED DUCTBANK (REMAIN) L--- EXISTING CONDUIT WITH NEW CABLE .'�"�._$��...� ..��. .,__ 1 1 PLACE CAB ._.._. _. _. _. _. _. ........... ........ _. _.._. _. _. _. _. _.._.._.._.._.._ 2-1 2C.2F (RE LE) 1 1 2 2C, 2F r r TAXIWAY "A" _ EXISTING CONDUIT WITH EXISTING CABLE (CABLE REMAINS) _ _ - FUTURE DEVELOPMENT - - —I— - � - - - - - � � H 1Ll � 1 - � � � - IN -PAVEMENT COUNTERPOISE 2-1 1 C, 1 ( a1D 2-1 2C, 2F :.� PROPOSED 2" PVC D IN 2-1 2C, 2F r --75A—___—TSA ___—TSA A 1 OTSA TSA -f -___ -TSA —___ TSA—___—TSA____TSA—____DA ___TSA—___—TSA—___—SA___— PLOWED COUNTERPOISE 2-1 1C,1F ® I P 2-1 2F 2.1 2F a m 2-1 1C, 1F O2-11C, 1F 2-11C, 1F r �••� PROPOSED 2"PVC DRAIN -------70FA-------- \ 8 ---- —TOFA FA --.--- TOFA--- - —TOFA TOFA ` - - - - - - - - - - - - - - - - - - PROPOSED DUCT BANK 2-1 2C, 2F LAY �: C�'2 _.. _.. _ _ .�F F 1 PROPOSED 2"PVC DRAIN1 CONNECT T CIR TO C RCUIT. r r 6001 I 800'L r PRON r r _ T T T T T -- ---- --�----------Q e E G. A TERRMINAL T -HANGAR AND OFFFICE 8 �O MAINT NANCE S m HAN GAR SOU g PIEDMONAANC A RATE C OF A ID CE3� 00110 cr_� 11 1 PIEDMONT AVIATION .... jyryy��1'K+�I e 1j�q 4� ����� 1 TRENCH -LIGHTNING PROTECTION 2 DUCT RANK -EXISTING 3 DUCT BANK- IN EARTH (W6h Co u Moise). 2" PVC CONDUIT 4 DUCT BANK -IN EARTH (With Counterpoise), 4- PVC CONDUIT 6 NK DUCT BA -DIRECT BORING UNDER PAVEMENT, 4'HDPE A RUNWAY EDGE LIGHTING CIRCUIT -SOUTH B RUNWAY EDGE LIGHTING CIRCUIT -NORTH C TAXIWAY EDGE LIGHTING CIRCUIT -SOUTH D TAXIWAY EDGE LIGHTING CIRCUIT -NORTH E RUNWAY SIGN CIRCUIT F TAXIWAY SIGN CIRCUIT G LIGHTING CONTROL H WIND CONES -PRIMARY J WIND CONE - RUNWAY 3 K WIND CONE -RUNWAY 21 L ROTATING BEACON M REIL N P G E " NO CONDUCTORS - EMPTY CONDUIT ° I » NOTE T -HANGAR 1. SEE SHEET 13 FOR DUCT BANK & TRENCH IlA SCHEDULE AND CIRCUIT SCHEDULE. e_OnL ---------eaa 60 0 60 120 - e. D 47 00 m Du 41 00 32 00 SCALE: 1"=60' FEET AIP NO. JOB NO. og �PLTHpUPGRADE AIRFIELD ELECTRICAL AIP3-51-0004-038/039-2008 VA 07163 9711 Farrar Court, Suite 100 DRAWN BY: SHEET Richmond, Virginia 23236 DELTA AIRPORT HIP a ELECTRICAL LAYOUT RWW 9 7 FAA COMMENTS JRS GSS 8/15/08 NO. 30218 DESIGNED BY: o 6 ADDENDUM NO. SIX (6) WME JON 5/2/08 phone: (804) 275-830.1 4 fax: (804) 275-8377 .e q 4( GSS/ JEJ/ WIVE www.deItaair art.com CONSULTANTS, InrC�aA III `"� `�� OF 3� SCALE: DATE: 1LL 2 ADDENDUM NO. TWO (2) LME Gss 4/23!08 p ASSTONAL E�°1 CHARLOTTESVILLE-ALBEMARLE AIRPORT 1"= 60' MARCH 2008 51 NO. REVISIONS BY APP. DATE - 26 00 23 00 20 00 1700 14 00 20 00 It 1500'R �4 j 1500'R . y \ SHEET'hNDEX kv DUCT BANK, TRENCH, & CIRCUIT LABEL LEGEND DUCTBANK INDIVIDUAL OR TRENCH CONDUITS SYMBOL 5-3 2A 48 3D -#6g, 2C -#4g 1 / GND WIRE SIZE NUMBEROF CIRCUIT CODE I CONDUITS NUMBER OF CABLES \ Y SIGN/LIGHT COLOR LEGEND W - WHITE CHARACTER R - RED �OR LENS COLOR I I / 1200'R B - BLACK Y - YELLOW W/R O -OBSCURED 200'R G - GREEN BACKGROUND C - CLEAR OR LENS COLOR / I ELECTRICAL SYMBOL LEGEND EXISTING REMOVE NEW REPLACE ALL NEW TO REMAIN EXISTING LOCATION COMPONENTS TRANSFORMER i *N OR QT SYMBOL DESCRIPTION WN]Y L -850C IN -PAVEMENT HIRL — — — — — — — — — L-858 AIRFIELD GUIDANCE SIGN (REPLACE) r I ( / Q L -861T BASE MOUNTED MITL I I W O V L-882 BASE MOUNTED HIRL f ROG L -862E THRESHOLD LIGHT OP L-867 ELECTRICAL PULLCAN I I / () FUTURE DEVELOPMENT RUNWAY LIGHTS ❑/O EXISTING DRAINAGE INLET/ MANHOLE ` I I g00'R EXISTING DRAINAGE PIPE 9DUR I \\ I — — — CONCRETE ENCASED DUCTBANK (REMAIN) EXISTING CONDUIT WITH NEW CABLE i (REPLACE CABLE) EXISTING CONDUIT WITH EXISTING CABLE I I (CABLE REMAINS) FUTURE DEVELOPMENT IN -PAVEMENT COUNTERPOISE i I I - - - - PLOWED COUNTERPOISE ` I I - �••� PROPOSED 2"PVC DRAIN PROPOSED DUCT BANK FUTURE DEVI LOPMENT I I / \ I EMERGENCY v I GENERATOR PROPOSED 2" PVC — — — —� SIRE BUILDING H _ + DRAIN TO SUMP I \ ARFF / Ii / X\ I VAULT H 4-612A, 2B, 2C, 2D, 2E, 2F 2H - #12g, 2J - #12g, K - #12g, 2L - #89,2M - #12g 800'R - ----- I 14412A, 2B, 2C, 2D, 2E, 2F 2H -#12g, 2J-#129, K-#129, 2L-#89, 2M-#129 •' --i- i - -------------------- I 4-.22G' i ROPOSED ACCESS ROAD PRIMARY SUR FA E PRIMARY SURF kCE II I I #12g, 2K - #12g, 2L - #Bg, 2M - #12g ' �} � I I r}H _ 4.2 2G `1 TRENCH- LIGHTNING PROTECTION 2 DUCTBANK- EXISTING 3 DUCTBANK - IN EARTH (With Counterpolse), 2* PVC CONDUIT 4 DUCT BANK - IN EARTH (With Counterpolse), 4- PVC CONDUIT 5 DUCTBANK - DIRECT BORING UNDER PAVEMENT, 4" HDPE A RUNWAY EDGE LIGHTING CIRCUIT - SOUTH B RUNWAY EDGE LIGHTING CIRCUIT - NORTH C TAXIWAY EDGE LIGHTING CIRCUIT - SOUTH D TAXIWAY EDGE LIGHTING CIRCUIT - NORTH E RUNWAY SIGN CIRCUIT F TAXIWAY SIGN CIRCUIT G LIGHTING CONTROL H WIND CONES - PRIMARY J WIND CONE - RUNWAY 3 K WIND CONE -RUNWAY 21 L ROTATING BEACON M REIL N P O a -- —ROFA— — — — —ROFA — —ROFA— ROFA— — — —ROFA— r —I- — —ROFA— F—I — — ROFA— — — ——ROFA-- — — — —,?OFA — — —ROFA— — — — —ROFA— — — — —R FA— EXISTING SERVICE ROAD NO CONDUCTORS -EMPTY CONDUIT ROAD—ROFA— — — —ROFA— — — — ` > EXISTING SERVICE ROAD NOTE 1. SEE SHEET 13 FOR DUCT BANK & TRENCH SCHEDULE AND CIRCUIT SCHEDULE. $ I I I I4-2 2G 60 0 60 120 MATCHLINE SHEET 10 17 14 00 SCALE: 1"=60' FEET 00 2B 26t00 2 00 20 00 s 'Ol-Tx0F` UPGRADE AIRFIELD ELECTRICAL AIP3-AIP O51-0004-038/039-2008 JV0 A07163 !� DRAWN BY: SHEET s� 9711 Farrar Court, Suite 100 DELTA AIRPORT RWW Richmond, Virginia 23236 U LIC. 0218 > ELECTRICAL LAYOUT 12 LIC. NO. 30218 DESIGNED BY: OF Ig 5 m GSS/ JE J/ WME phone: (804) 275-8301 •fax: (804) 275-8371 7 FAACOMMENTS B/15/OB SCALE: DATE: WWW.deItaairport.com Aa� CONSULTANTS, 'No rCHARLOTTESVILLE-ALBEMARLE AIRPORT s O 1 ADDENDUM NO. ONE (1) RWW GSS 4/4/08 fDNAL o NO. I REVISIONS BY APP. I DATE 0 3 ELECTRICAL NOTES: UTILITIES 1. THE CONTRACTOR SHALL MANUALLY LOCK -OUT EACH CIRCUIT IN THE VAULT WHEN WORK IS BEING PERFORMED ON THAT CIRCUIT. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE PRIOR TO ANY CIRCUIT LOCK -OUT. THE CIRCUIT SHALL BE TAGGED AND THE CONTRACTOR'S NAME SHALL BE CLEARLY IDENTIFIED ON EACH TAG. THE CONTRACTOR SHALL HAVE A LOCK -OUT KIT ON SITE AT ALL TIMES. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED (AT LEAST 48 HOURS IN ADVANCE) EACH TIME A CIRCUIT IS SECURED AND EACH TIME THE CIRCUIT IS RETURNED TO REMOTE CONTROL. THE CONTRACTOR MUST BE CERTIFIED AND TRAINED BY THE OWNER PRIOR TO PERFORMING WORK OR LOCK -OUTS IN THE ELECTRICAL VAULT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE (AT LEAST 48 HOURS IN ADVANCE) INTERRUPTION OF ELECTRICAL SERVICE TO ACTIVE LIGHTING CIRCUITS WITH THE ENGINEER / OWNER. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED TO THE ENGINEER'S SATISFACTION, BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE. ALL LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL REMAIN READY FOR OPERATION DURING IFR WEATHER CONDITIONS AND FROM DUSK TO DAWN. 4. THE LOCATION OF ALL UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION. NOT ALL UTILITIES ARE NECESSARILY SHOWN. 5. RUNWAY AND/OR TAXIWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SEGMENTS OF RUNWAY(S) AND TAXIWAY(S). (NO SEPARATE PAY ITEM). REMOVING THE LAMP FROM ITS FIXTURE IS NOT ALLOWED. 6. THE CONTRACTOR SHALL HAVE A TONE GENERATOR TYPE CABLE TRACER ON SITE AT ALL TIMES. 7. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODE, CURRENT NEC HANDBOOK, FAA -STD -19E, AND FAA -C-13918. 8. POWER COMPANY UTILITY WORK SHALL BE DIRECTLY PAID FOR BY THE OWNER. THE CONTRACTOR SHALL ARRANGE AND COORDINATE ALL WORK WITH UTILITY COMPANY AS OUTLINED IN THE PLANS. 9. THE CONTRACTOR SHALL LOCATE ALL UTILITIES DURING CONSTRUCTION AND HAND DIG WHEN WITHIN THREE FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. PRIOR TO CONSTRUCTION 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL INVENTORY ALL LIGHTS, FIXTURES, SIGNS, ETC. WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY DAMAGED LIGHT FIXTURES, SIGNS, OR UTILITIES PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL MEGGER THE EXISTING LIGHTING SYSTEMS PRIOR TO COMMENCING WORK ON THE EXISTING LIGHTING SYSTEMS. THIS WORK SHALL BE PERFORMED IN THE PRESENCE OF THE RESIDENT PROJECT REPRESENTATIVE AND LOGGED IN THE DAILY REPORT. 12. AT THE BEGINNING OF THE PROJECT, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH TWO (2) COPIES OF ALL MANUFACTLIRERS' INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT ASSOCIATED WITH THE PROJECT (NO SEPARATE PAY ITEM). COMPLETION OF CONSTRUCTION 13. ALL ELECTRICAL EQUIPMENT RESULTING FROM ELECTRICAL DEMOLITION SHALL BE DISPOSED OF BY THE CONTRACTOR OFF OF AIRPORT PROPERTY IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS, UNLESS OTHERWISE NOTED BY THE ENGINEER. 14. AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A FOUR HOUR MINIMUM TRAINING SESSION FOR AIRPORT MAINTENANCE PERSONNEL. THE SESSION SHALL COVER ALL INSTALLED EQUIPMENT (NO SEPARATE PAY ITEM). THIS REQUIREMENT IS IN ADDITION TO SPECIFIC TRAINING REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS. 15. AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE MANUALS BOUND IN THREE-RING NOTEBOOKS (NO SEPARATE PAY ITEM). THE MANUALS SHALL CONTAIN THE FOLLOWING ASA MINIMUM: AS -BUILT WIRING SCHEMATICS EQUIPMENT SHOP DRAWING SUBMITTALS MANUFACTURERS' EQUIPMENT INSTALLATION INSTRUCTIONS MANUFACTURERS'MAINTENANCE INSTRUCTIONS WARRANTIES SPARE PARTS LISTS MATERIALS 16. ALL GROUND RODS AND OTHER UNDERGROUND GROUNDING CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. EXOTHERMIC CONNECTIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 17. ALL CABLES SHALL BE TAGGED AT EACH CONNECTION AND AT EACH ENTRANCE TO DUCTS, HANDHOLES, AND SPLICE CANS. CABLE MARKERS SHALL BE ALMETEK-MINI-TAGS" KIT WITH BLACK STAMPED YELLOW POLYETHYLENE LETTERS OR APPROVED EQUIVALENT. ATTACH MARKERS WITH CABLE TIES. 18. ALL UNDERGROUND CONDUIT SHALL BE PVC, SCHEDULE 40, UNLESS OTHERWISE NOTED. ALL UNDERGROUND CONDUIT SHALL BE UL APPROVED LONG RADIUS. 19. WHERE PROPOSED CONDUIT IS TO BE CONNECTED TO EXISTING CONDUIT, THE CONTRACTOR SHALL MAKE THE CONNECTION USING MANUFACTURED COUPLINGS (NO SEPARATE PAY ITEM). 20. EACH L-830 ISOLATION TRANSFORMER, L-823 CONNECTOR KIT, AND 5KV, TYPE "C" CABLE INSTALLED ON THIS PROJECT AS A COMPLETE OR PARTIAL CIRCUIT SHALL BE TESTED AS AN OPERABLE CIRCUIT SYSTEM AND SHALL MEET THE REQUIREMENTS OF SECTION L-108-3.10 OF THE SPECIFICATIONS. THE INSULATION RESISTANCE OF THE L-830 ISOLATION TRANSFORMERS SHALL NOT EXCEED 0.2 MICROAMPS LEAKAGE WHEN TESTED AT 15,000 VOLTS D.C. IN ACCORDANCE WITH FAA AC 150/5345-47. THE CONTRACTOR SHALL PROVIDE A CERTIFIED COPY OF THE MANUFACTURERS TEST RESULTS FOR EACH LOT OF L-830 TRANSFORMERS USED ON THIS PROJECT. 21. ALL PULLCANS SHALL HAVE A 3/8 -INCH (MIN.) GALVANIZED STEEL COVER, UNLESS OTHERWISE NOTED. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 2 ADDENDUM NO. TWO (2) WME GSS 4/23/08 Www . d e I t a a i r p o r i. c o m - NO. REVISIONS BY APP. DATE GENERAL 22. THE CONTRACTOR SHALL BE REQUIRED TO CONNECT PROPOSED CIRCUITS TO THE EXISTING CIRCUITS AS ORDERED BY THE ENGINEER. ALL WORK REQUIRED TO MAKE THE CONNECTIONS TO EXISTING CIRCUITS SHALL BE INCIDENTAL TO THE PROJECT (I.E., PUNCHING INTO EXISTING MANHOLES FOR CONDUITS). 23. THE CONTRACTOR SHALL LOCATE EXISTING DUCTS WHICH WILL BE UTILIZED FOR THIS PROJECT. APPROXIMATE "AS -BUILT PLAN" LOCATIONS ARE SHOWN. 24. THE CONTRACTOR SHALL CLEAN/SWAB OUT EXISTING DUCTS BEING USED. THE USE OF SEWER TAPE TO CLEAR OBSTRUCTIONS WITHIN CONCRETE ENCASED DUCTS SHOULD BE ANTICIPATED. (NO PAY ITEM) 25. THE CONTRACTOR SHALL FIELD STAKE ALL AIRFIELD SIGNS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN ALIGNMENT OR LOCATION SHOULD BE RESOLVED PRIOR TO INSTALLATION. THE LOCATION OF ALL HOLD LINES SHALL BE CONFIRMED PRIOR TO INSTALLATION OF THE SIGNS. ANY SIGNS OR OTHER ELECTRICAL EQUIPMENT WHICH ARE STAKED IN DRAINAGE SWALES OR DITCHES SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO INSTALLATION OF THE SIGNS OR EQUIPMENT. 26. THE LOCATIONS OF ALL P.T.'S SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH THE ENGINEER TO RESOLVE ANY DISCREPANCIES. 27. THE EXISTING FIXTURE I.D. NUMBERS SHALL BE RE -USED OR BE ASSIGNED BY THE ENGINEER / OWNER UNLESS OTHERWISE NOTED. 28. ALL PROPOSED PULLCANS AND HANDHOLES SHALL BE PLACED AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD STAKE ALL LOCATIONS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN ALIGNMENT OR LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION. 29. ALL SIGNS SHALL BE INSTALLED PERPENDICULAR TO THE RUNWAY OR. TAXIWAY CENTERLINE UNLESS OTHERWISE NOTED. SIGN STATIONS AND OFFSETS ARE REFERENCED TO THE CENTER OF THE SIDE CLOSEST TO THE EDGE OF PAVEMENT. 30, FOR SITUATIONS IN WHICH ENCOUNTERING ROCK DOES NOT PERMIT DRIVING A GROUND ROD THE FULL DISTANCE REQUIRED, A GROUNDING PLATE MAY BE SUBSTITUTED AS APPROVED BY THE ENGINEER. 31. UNLESS OTHERWISE NOTED, ALL HORIZONTAL BORING SHALL EXTENDS 15' BEYOND EDGE OF PAVEMENT. 32. CONTRACTOR SHALL MAINTAIN ELECTRICAL SERVICE TO ALL AIRFIELDi EQUIPMENT WITHIN THE SCOPE OF THE PROJECT. ANY REQUIREMENTS FOR TEMPORARY ELECTRICAL POWER SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND IS INCIDENTAL TO THE COST OF THE PROJECT. 33. INSTALLATION OF DRAIN LINES AND SUMPS FOR THE LIGHTING CONDUIIT SYSTEM SHALL BE INCIDENTAL TO THE PROJECT, (I.E. CONNECTING INTO EXISTING DRAINAGE STRUCT[URES). SYM CIRCUIT DESCRIPTION CABLE DESCRIPTION ❑A RUNWAY EDGE LIGHTING CIRCUIT - SOUTH #8, 5KV CABLE RUNWAY EDGE LIGHTING CIRCUIT - NORTH #8, 5KV CABLE © TAXIWAY EDGE LIGHTING CIRCUIT - SOUTH #8, 5KV CABLE LJ TAXIWAY EDGE LIGHTING CIRCUIT - NORTH #8, 5KV CABLE RUNWAY SIGN CIRCUIT #8, 5KV CABLE ❑F TAXIWAY SIGN CIRCUIT #8, 5KV CABLE © LIGHTING CONTROL MULTI -MODE FIBER OPTIC CABLE H� WIND CONE - PRIMARY #12, 600 VOLT, USE CABLE ❑j WIND CONE -RUNWAY 3 #12, 600 VOLT, USE CABLE ❑K WIND CONE - RUNWAY 21 #12,600 VOLT, USE CABLE © ROTATING BEACON #8, 600 VOLT, USE CABLE M❑ REIL #12,600 VOLT, USE CABLE ❑N ❑Q (!"R FLTH DA DELTA AIRPORT S. HIPLI C. O. 7021 ,Apr 1111h6 CONSULTANTS, INC. lop N AL UPGRADE AIRFIELD ELECTRICAL ELECTRICAL NOTES AIP NO. JOB NO. AIP 3-51-0004-038/039-2008 1 VA 07163 DRAWN BY: RW`W DESIGNED BY: GSS/ JEJ/ WME SHEET 13 OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 30 NONE MARCH 2008 RUNWAY OR TAXIWAY 5'-0"------- "\1 #6 BARE COPPER PLOWED COUNTERPOISE FOR LIGHTNING PROTECTION - CONTINUOUS AND PARALLEL ALONG ENTIRE LENGTH OF TRENCH AND RUNWAYrrAXIWAY, EXOTHERMIC WELD TO GROUND RODS 3/4" x 10' COPPER CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE, SPACE AT 400' INTERVALS MAXIMUM ALONG ENTIRE LENGTH OF TRENCH EDGE OF TAXIWAY PAVEMENT • Grassed Shoulder #6 BARE COPPER COUNTERPOISE FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK. 01VI1G1 18" 8" MAINTAIN 45 DEGREE CONE OF PROTECTION CONDUITS, REFER TO TRENCH SCHEDULE & LAYOUT DRAWINGS FOR QUANTITY AND TYPE SAW KERF BETWEEN LIGHTNING RUNWAY INTERCEPTOR CIRCUIT AND GROUND ROD PAVED SHOULDER -\ SAW KERF CORE FOR GROUND ROD AND PATCH WITH MATERIAL APPROVED BY THE ENGINEER :: • ��//////H////I+ir'{�NiS!{�g+irE{�F+ir'_frNirteF+1r �?y}+:hie}-.+ir #6 BARE COPPER COUNTERPOISE FOR LIGHTNING PROTECTION - CONTINUOUS AND PARALLEL ALONG ENTIRE LENGTH OF TRENCH AND RUNWAY/TAXIWAY, EXOTHERMIC WELD TO GROUND RODS 314" x 10' COPPER CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE, SPACE AT 400' INTERVALS MAXIMUM ALONG ENTIRE LENGTH OF TRENCH TRENCH DETAIL - LIGHTNING PROTECTION NTS NOTES: 1. THE #6 BARE COPPER COUNTERPOISE AND ASSOCIATED GROUND RODS AND EXOTHERMIC WELD CONNECTIONS SHOWN IN THE DETAIL ABOVE SHALL BE PAID FOR UNDER THE #6 BARE COPPER COUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN IN THE DETAIL ABOVE ARE INCIDENTAL TO THE COST OF THE TRENCH. 2. GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF TRENCH. (NO PAY ITEM). #6 BARE COPPER COUNTERPOISE EXISTING PAVEMENT BOX FOR LIGHTNING PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK. SINGLE COLUMN CONFIGURATION 25"t 2" FVC (TYP) 30" MIN 1 18" MAINTAIN 45 DEGREE CONE OF PROTECTION CONDUITS, REFER TO TRENCH SCHEDULE& LAYOUT DRAWINGS FOR QUANTITY AND TYPE 8" EDGE OF RUNWAY PAVEMENT - Paved Shoulder MULTIPLE COLUMN CONFIGURATION DUCT BANK DETAIL - DIRECT BORING UNDER PAVEMENT PAVEMENT BOX NOTES: 1. THE #6 BARE COPPER COUNTERPOISE SHOWN IN THE DETAIL ABOVE WILL BE PAID FOR UNDER THE #6 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 INTENEDED TO CARRY CONDUCTORS OF EQUIVALENT VOLTAGE INSULATION RATING 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. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF DIFFERING VOLTAGE INSULATION RATING ARE INSTALLED IN THE SAME TRENCH WITHOUT CONCRETE ENCASEMENT, THEY SHALL BE SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 3" APART HORIZONTALLY AND NOT LESS THAN 6" APART VERTICALLY. 3. ROUTE 5kV CABLES IN LOWER LEVEL CONDUITS WHERE POSSIBLE. DO NOT ROUTE DIFFERENT VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. 4. GROUND RODS SHALL BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF DUCT BANK. (NO PAY ITEM). 5. FOR MULTIPLE COLUMN CONDUIT CONFIGURATION WHICH REQUIRES ADDITIONAL COUNTERPOISE AS SHOWN IN THE DETAIL ABOVE, THE ADDITIONAL COUNTERPOISE SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE TRENCH. ONLY ONE STRAND OF COUNTERPOISE WILL BE PAID FOR PER LINEAR FOOT OF TRENCH THAT REQUIRES COUNTERPOISE, SEE TRENCH SCHEDULE. 6. FOR FIELD CONDITIONS IN WHICH THE DEPTH OF PAVEMENT IS NOT KNOWN, DIRECT BORING AT THE 30" MIN DIMENSION SHOWN ABOVE COULD RESULT IN DIRECT BORING THOUGH ROCK (NO PAY ITEM). 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 0 fax: (804) 275-8371 4 ADDENDUM NO. FOUR (4) WME JDNRDATE www . d e I t a a i r p o r 1. c o m— NO. REVISIONS BY APP. 2" PVC CTYP) DELTA AIRPORT 4�p1 TH u tLCI02 ONSULTANTS, ►Nc..2 REFER TO SECTION L-108 AND L-110 FOR TRENCH MARKING REQUIREMENTS FINISHED GRADE F 24" MIN CONDUITS, REFER TO TRENCH SCHEDULE & LAYOUT DRAWINGS FOR QUANTITY AND TYPE VARIES NOTES: ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR SAND OR NON COMPACTED CLEAN BACKFILL THAT WILL PASS THROUGH A #4 SIEVE CONDUITS SHALL BE INSTALLED WITH CONDUIT SPACERS AT U ON CENTER. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENEDED TO CARRY CONDUCTORS OF EQUIVALENT VOLTAGE INSULATION RATING 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. WHEN TWO OR MORE INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF DIFFERING VOLTAGE INSULATION RATING ARE INSTALLED IN THE SAME TRENCH WITHOUT CONCRETE ENCASEMENT, THEY SHALL BE SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 3" APART HORIZONTALLY AND NOT LESS THAN 6" APART VERTICALLY. 2. ROUTE 5kV CABLES IN LOWER LEVEL CONDUITS WHERE POSSIBLE. DO NOT ROUTE DIFFERENT VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. UPGRADE AIRFIELD ELECTRICAL DUCT BANK & TRENCH DETAILS AIP NO. JOB NO. AIP3-51-0004-038/039-2008 VA 07163 DRAWN BY: SHEET RWW 14 DESIGNED BY: OF GSS/ JEJ/ WME SCALE: I DATE: 30 CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE MARCH 2008 DUCT BANK NOTES: ELECTRICAL MARKER TAPE ELECTRICAL MARKER TAPE 1. THE #6 BARE COPPER COUNTERPOISE AND ASSOCIATED GROUND RODS AND EXOTHERMIC WELD CLEAN COMPACTED BACKFILL, CLEAN COMPACTED BACKFILL, PLACE IN B" CONNECTIONS SHOWN IN THE DETAIL ABOVE WILL BE PAID FOR UNDER THE #6 BARE COPPER REFER TO SECTION L-108 PLACE IN 8" MAXIMUM LIFTS REFER TO SECTION L-108 COUNTERPOISE LINE ITEM. ALL OTHER ITEMS SHOWN IN THE DETAIL ABOVE ARE INCIDENTAL TO AND L-110 FOR TRENCH WITH MECHANICAL COMPACTOR AND L-110 FOR TRENCH MAXIMUM LIFTS WITH MECHANICAL COMPACTOR THE COST OF THE DUCT BANK. MARKING REQUIREMENTS MARKING REQUIREMENTS #6 BARE COPPER COUNTERPOISE #6 BARE COPPER COUNTERPOISE FOR LIGHTNING 2. CONDUITS SHALL BE INSTALLED WITH CONDUIT SPACERS AT 5' ON CENTER. WHEN TWO OR MORE FOR LIGHTNING PROTECTION PROTECTION CONTINUOUS ALONG ENTIRE INDIVIDUAL CONDUITS INTENEDED TO CARRY CONDUCTORS OF EQUIVALENT VOLTAGE INSULATION FINISHED GRADE CONTINUOUS ALONG ENTIRE FINISHED GRADE LENGTH OF DUCT BANK, TYPICAL FOR EACH PAIR OF RATING ARE INSTALLED IN THE SAME TRENCH WITH CONCRETE ENCASEMENT, THEY SHALL BE LENGTH OF DUCT BANK VERTICAL CONDUIT COLUMNS SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 1-1/2" APART. WHEN TWO OR MORE SAND OR NON COMPACTED / /\ \ \/ tr.y :b.c %�:; %:; :,; `+.� :. y.:,r zzxx/ INDIVIDUAL CONDUITS INTENDED TO CARRY CONDUCTORS OF DIFFERING VOLTAGE INSULATION \ \ \\ \ \ �\ v..x, r t •' + r+ o -r/ r :•:rr:; \ /, \ SAND OR NON COMPACTED CLEAN BACKFILL RATING ARE INSTALLED IN THE SAME TRENCH WITH CONCRETE ENCASEMENT, THEY SHALL BE CLEAN THROUGH A #4 WILL \/\/j , / // s;.%.r '.;^:::ii1':":•'S:c<:w:�" �%,'+•:: °,�;Ije•i :t7 t^'1 r \/ \i �\\''\\� \8 '\Y ++ !'✓ \ �\ PASS THROUGH A #4 SIEVE \\/\\��6�, j ra 3 s�i i + r I �� '• � + _. ¢>' {,;,+ \/ �\j\\/\ THAT WILL PASS THROUGH A #4 SIEVE SPACED (OUTSIDE WALL TO OUTSIDE WALL) NOT LESS THAN 3" APART. / / / / '�"'�'l'` c"'`''"•"'y��lf+xi"-s'f: / / / / 3. ROUTE SkV CABLES IN LOWER LEVEL CONDUITS WHERE POSSIBLE. DO NOT ROUTE DIFFERENT \� /\/ / ,n�^M1'.j / \�/\\//\ / ..,x✓..:ii ai) ..J trf �'n:F_::p C: / \ \\/ \ \/\ _ /j // /c \/j\ ` ^ i„\.,:;C:,!:'.:1`:A':':"ip'?.f:.F,r,.•':.•]:,'r �l Yy', �// / \/ /�\ ••'i .a ;1.:. -.ds.' '' VOLTAGE CLASSIFICATION CABLES IN THE SAME CONDUIT. \�\\/\\ f:;✓...� BOND COUNTERPOISE TO 2q^ \/�\\j\\j�\ A:Jnr-,�F:{s+a;;??•�:;'�il.t',4?�1.!:L:Cs >�z .•�, <;. i:(�. /\ BOND COUNTERPOISE TO 24" / /%�//�/ r.t:: ta: !\// // r.T :,.,;.�.,•.q•.u' ,r / %`/ MIN \/\ \ \ '�q.'ai+' \ GROUND ROD WITH #6 BARE \ \ \ .:•!::+ ; •._^'.=.<rQ;•o:rolr;^i'•S�yt•,-1�'�'i+:r':'::':^ \ \\ GROUND ROD WITH #6 BARE /\/ /\ �, z / /\/\ MIN // // / �/ r r' ,� r v-:,• n w + � t>r, t•!. � / / 4. GROUND RODS SHALL ALSO BE USED TO TERMINATE COUNTERPOISE AT BOTH ENDS OF DUCT '`,,;,' COPPER CONDUCTOR, /\\ \ \ ,.. / , a' yY'. ' r c;7 1 ;•! , � e ?` \ COPPER CONDUCTOR, \ EXOTHERMIC WELD BOTH ENDS /\ EXOTHERMIC WELD BOTH ENDS BANK. (NO PAY ITEM). \\ \j\\j\ \ /\ / //�/ • t. �,_. N�'*'t• ''��`}�t �'• ' •�`��' / /\ 5. FOR MULTIPLE COLUMN CONDUIT CONFIGURATION WHICH REQUIRES ADDITIONAL COUNTERPOISE AS SHOWN IN THE DETAIL ABOVE, THE ADDITIONAL COUNTERPOISE SHALL BE CONSIDERED . • '1 a /\ INCIDENTAL TO THE COST OF THE DUCT BANK. ONLY ONE STRAND OF COUNTERPOISE WILL BE 10' COPPER -CLAD y� +, . , \ / 3/4" x 10' COPPER -CLAD \ `?`� { s•. \ STEEL GROUND ROD, PAID FOR PER LINEAR FOOT OF DUCT BANK THAT REQUIRES COUNTERPOISE, SEE DUCT BANK & STEEL GROUND ROD, / r'�'. g, . 1 � '+'�' \�\ �faYxii. �. ��' -"" �" "�''•'' � r P+ "'� \ \ / 12"MIN BELOW GRADE, TRENCH SCHEDULE. �/\/ / r 12" MIN BELOW GRADE, /\/\ / s• •,r� 1 ., � vv:{A x y^^ SPACE AT 400' INTERVALS // / .+ l � �:(:�3' r / SPACE AT 400' INTERVALS MAINTAIN 45 DEGREE \\\ \\ .a ,ix MAX ALONG ENTIRE k+.` 4S`.a<. \ \ \ /i\/%\ 'f \ \ \/ MAINTAIN 45 DEGREE //\///\Y/ / s `}•• 1'• "°5' c /�/ MAX ALONG ENTIRE \ \ �"It''r, :i1'!i< ` i old` : / t' \ \ \ CONE OF PROTECTION / / :'+; q' / LENGTH OF DUCT BANK CONE OF PROTECTION / +X'�' 1w" oto y ,'/rh / / LENGTH OF DUCT BANK CONDUITS, REFER TO DUCT BANK \// �ti /\/ / CONDUITS, REFER TO DUCT BANK /.//,�./ .,�(�+r .� ; s' ..:a't u+a`•, +\/\ \�� & TRENCH SCHEDULE AND LAYOUT \�\\✓'sal &TRENCH SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY AND TYPE /,\�/j�, �//j/� �/\ /� DRAWINGS FOR QUANTITY AND TYPE SINGLE COLUMN CONFIGURATION VARIES MULTIPLE COLUMN CONFIGIURATION DUCT BANK DETAIL - IN EARTH (With Counterpoise) NTS ELECTRICAL MARKER TAPE CLEAN COMPACTED BACKFILL, REFER TO SECTION L-108 PLACE IN B" MAXIMUM LIFTS REFER TO SECTION L-108 AND L-110 FOR TRENCH WITH MECHANICAL COMPACTOR AND L-110 FOR TRENCH MARKING REQUIREMENTS MARKING REQUIREMENTS #6 BARE COPPER COUNTERPOISE FINISHED GRADE FOR LIGHTNING PROTECTION FINISHED GRADE CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK 24" MIN MAINTAIN 45 DEGREE CONE OF PROTECTION CONDUITS, REFER TO DUCT BANK & TRENCH SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY AND TYPE 8" SINGLE COLUMN CONFIGURATION e A. 0 0\70• 0 0'' VARIES MULTIPLE COLUMN CONFIGIURATION DUCT BANK DETAIL - CONCRETE ENCASED NTS F- 2'-0" ELECTRICAL MARKER TAPE .. CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 2-4, 4„ #6 BARE COPPER COUNTERPOISE FOR LIGHTNING�L- PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, TYPICAL FOR EACH PAIR OFEll VERTICAL CONDUIT COLUMNS. ... BOND COUNTERPOISE TO GROUND ROD WITH #6 BARE 24" MIN r GROUND ROD WITH #6 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS EXOTHERMIC WELD BOTH ENDS 4" 3/4"x 10' COPPER -CLAD 2`D^ �_4T PWC STEEL GROUND ROD, 8" 12" MIN BELOW GRADE, 3/4"x 10' COPPER -CLAD .. SPACE AT 400' INTERVALS STEEL GROUND ROD, MAX ALONG ENTIRE BELOW GRADE, 1d/�( SPACE AN 400'INTERVALS INT VALS MAX ALONG ENTIRE PLAN VIEWS MAINTAIN 45 DEGREE — LENGTH OF DUCT BANK CONE OF PROTECTION CONDUITS, REFER TO DUCT BANK - / \ \ 3500 PSI CONCRETE & TRENCH SCHEDULE AND LAYOUT DRAWINGS FOR QUANTITY AND TYPE \ \ ENCASEMENT, PROVIDE 3"COVERAGE AROUND - VARIES EACH CONDUIT, MINIMUM SINGLE COLUMN CONFIGURATION e A. 0 0\70• 0 0'' VARIES MULTIPLE COLUMN CONFIGIURATION DUCT BANK DETAIL - CONCRETE ENCASED NTS F- 2'-0" ELECTRICAL MARKER TAPE .. CLEAN COMPACTED BACKFILL, PLACE IN 8" MAXIMUM LIFTS WITH MECHANICAL COMPACTOR 2-4, 4„ #6 BARE COPPER COUNTERPOISE FOR LIGHTNING�L- PROTECTION CONTINUOUS ALONG ENTIRE LENGTH OF DUCT BANK, TYPICAL FOR EACH PAIR OFEll VERTICAL CONDUIT COLUMNS. ... 3500 PSI CONCRETE 1"CHAMFER ENCASEMENT, PROVIDE 3" COVERAGE AROUND EACH CONDUIT, MINIMUM THICK SECTION VIEW CONCRETE DUCT BANK & TRENCH MARKER DETAIL NTS NOTES 1. LETTERS SHALL BE 4" HIGH, 1/4" DEEP WITH A 1/2" STROKE WIDTH. FREE HAND LETTERING IS NOT PERMITTED. 2. CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION L-108 AND L-110. NO PAY ITEM. y AIP NO. JOB NO. �wPILTH OFD UPGRADE AIRFIELD ELECTRICAL AIP3-51-0004-038/039-2008 VA 07163 's 9711 Farrar Court, Suite 100 f� DRAWN BY: SHEET Richmond, Virginia 23236 DELTA AIRPORT HI LE U No. 3027 DESIGNED BY: DUCT BANK DETAILS RWW 15 c� A y a GSS/ JEJ/ WME phone: (w 0 2 7 5- 01 i t px: (80. 275-8371 CONSULTANTS, INC �o s w OF 3 � �- www.deliaair ort.com � i9F fI (`v`oti;� SCALE: DATE: s/ONAL be CHARLOTTESVILLE-ALBEMARLE AIRPORT NO. REVISIONS BY APP. DATE NONE MARCH 2008 2'-0' BOND COUNTERPOISE TO GROUND ROD WITH #6 BARE COPPER CONDUCTOR, EXOTHERMIC WELD BOTH ENDS 4" 3/4"x 10' COPPER -CLAD 2`D^ �_4T PWC STEEL GROUND ROD, 12" MIN BELOW GRADE, .. SPACE AT 400' INTERVALS MAX ALONG ENTIRE LENGTH OF DUCT BANK PLAN VIEWS 3500 PSI CONCRETE 1"CHAMFER ENCASEMENT, PROVIDE 3" COVERAGE AROUND EACH CONDUIT, MINIMUM THICK SECTION VIEW CONCRETE DUCT BANK & TRENCH MARKER DETAIL NTS NOTES 1. LETTERS SHALL BE 4" HIGH, 1/4" DEEP WITH A 1/2" STROKE WIDTH. FREE HAND LETTERING IS NOT PERMITTED. 2. CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION L-108 AND L-110. NO PAY ITEM. y AIP NO. JOB NO. �wPILTH OFD UPGRADE AIRFIELD ELECTRICAL AIP3-51-0004-038/039-2008 VA 07163 's 9711 Farrar Court, Suite 100 f� DRAWN BY: SHEET Richmond, Virginia 23236 DELTA AIRPORT HI LE U No. 3027 DESIGNED BY: DUCT BANK DETAILS RWW 15 c� A y a GSS/ JEJ/ WME phone: (w 0 2 7 5- 01 i t px: (80. 275-8371 CONSULTANTS, INC �o s w OF 3 � �- www.deliaair ort.com � i9F fI (`v`oti;� SCALE: DATE: s/ONAL be CHARLOTTESVILLE-ALBEMARLE AIRPORT NO. REVISIONS BY APP. DATE NONE MARCH 2008 NO. SIX (6) REVISIONS WMEJDN 512108 BY APP. DATE 30"x 30"x 36" (DEEP) INSIDE DIMENSIONS, MINIMUM 4000 PSI CONCRETE REQUIRED, REINFORCING STEEL NOT SHOWN. NUMBER AND SIZE OF CONDUITS OR DUCTS AS SHOWN ON PLANS. BOND ALL GRS CONDUIT ENTERING HANDHOLE WITH #2 BARE COPPER AND THEN BOND TO GROUND ROD VIA EXOTHERMIC WELD. 2" PVC PIPE (MIN 1%SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 3 THIS DETAIL FRAME WITH SPRING-LOADED HINGE AND HOLD -OPEN SAFETY BAR, LID SHALL BE LABELLED "ELECTRICAL" WITH 2" HIGH LETTERS. 1" CHAMFERED 6" MIN EDGE TYP I BOND GROUND :. WIRE TO FRAME ON HINGE SIDE. 8" MIN AASHTO #57 / OR #68 STONE J 314"x 10' COPPER -CLAD STEEL GROUND ROD SLOPE TO DRAIN 12" #2 BARE COPPER GROUND WIRE (EXOTHERMIC WELD TO ROD) REINFORCED CONCRETE HANDHOLE: DETAIL NTS NOTES: 1. PROVIDE & INSTALL TWO SADDLE RACKS ON EACH WALL OF HANDHOLE. ALL CABLES SHALL BE I PROPERLY TAGGED AND LABELED IN HANDHOLE. PROVIDE & INSTALL BELL ENDS ON EACH DUCT AND GROUT DUCT AT HANDHOLE WITH AN APPRtOVED NON -SHRINK GROUT. 2. HANDHOLE STRUCTURE, INCLUDING LID AND FRAME ASSEMBLY, SHALL BE DESIGNED TO MEET Hi -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 APPROXIMATELY1V FROM HANDHOLE AND SHALL BE Tx Tx T OF #57 STONE WRAPPED IN NONAWOVEN 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.) NEENAH R-3498-P2S FRAME AND LID OR APPROVED EQUIVALENT. LID SHALL BE LABELLED "ELECTRICAL" WITH 2" HIGH LETTERS AND HAVE A SPRING-LOADED HINGE WITH HOLD -OPEN SAFETY BAR. 1"CHAMFERED 6" 30"x 30'x 36"(DEEP) INSIDE MINIMUM 4000 PSI CONCRETE REQUIRED,• i REINFORCING rO • • NUMBER • • ON \ \\jam\\l\\j\j� • . BOND • • HANDHOLE WITH #2 BAR•-- AND THEN BOND TO GROUND •• VIA EXOTHERMIC• _ — ',raj' !.\!.\!!��y?\�t 2" PVC PIPE (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 3 THIS DETAIL 8' MIN AASHTO #57 OR #68 STONE 3/4" x 10' COPPER -CLAD STEEL GROUND ROD SLOPE TO DRAIN 12" #2 BARE COPPER GROUND WIRE (EXOTHERMIC WELD TO ROD) AIRCRAFT RATED REINFORCED CONCRETE HANDHOLE DETAIL NTS T-6" SLOPE TO EXOTHERMIC WELD #6 BARE COPPER 4" x4" - W4 x 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 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. STRUCTURE SHALL BE DESIGNED TO WITHSTAND AIRCRAFT STRUT LOADING OF 210,000 POUNIDS ON DUAL GEAR WITH 167 PSI TIRE PRESSURE. CONTRACTOR SHALL PROVIDE DESIGN CALCULATIONS AND STRUCTURAL DRAWINGS OF FOUNDATION BED, HANDHOLE OR MANHOLE STRUCTURE, FRAME, AND LID SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF INSTALLATION. 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 T x Tx 3' 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.) 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 —www.deltaair.port.com— DELTA AIRPORT coxwLraxrx ixc EXOTHERMIC WELD 3'-6" 11-9.. 1' _ 9.. VERTICAL SECTION VIEW PULLCAN DETAIL NTS FLEX CONNEX CONNECTION ('TYP) T' PVC PIPE (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 2 THIS DETAIL STUB OUT 2" SCHEDULE 40 PVC CONDUIT 12" BEYOND CONCRETE AND CAP ALL UNUSED CONDUITS WITH CARLON PLUG WITH PULL TAB (TYP) 16" DIA, 24" DEEP, L-867 GALVANIZED PULLCAN WITH COVER PLATE AND GASKET BASE PLATE FLANGE SHALL BE FLUSH WITH CONCRETE 3500 PSI CONCRETE 1" CHAMFER (TYP) ELECTRICAL CONDUIT (TYP) 2" PVC PIPE (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP, SEE NOTE 2 THIS DETAIL NEOPRENE GROMMET (TYP) EXTEND CONDUIT 2" INSIDE OF PULLCAN (rYP) 6" COMPACTED CRUSHED AGGREGATE (#21A) 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 (MIN 1% SLOPE) TO DRAINAGE STRUCTURE, DITCH, OR SUMP AS ORDERED BY THE ENGINEER. IF SUMP IS ORDERED, SUMP SHALL BE APPROXIMATELY 10' FROM HANDHOLE AND SHALL BE Tx V x 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 PULLCAN.) LTH UPGRADE AIRFIELD ELECTRICAL AIP NO. �A OF 1,j AIP 3-51-0004-038/039-2008 PULLCAN & HANDHOLE DRAWN BY: RWW S. HIP .IC. . 113 > DETAILS DESIGNED BY: ' I I�� Q�a GSS/ 1EJ/ WME S/ANAL Elop\4 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1" = 10(' MARCH 2008 JOB NO. VA 07163 SHEET 16 OF 30 NO. NEW 3/4" x 10' COPPER -CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE STAINLESS STEEL TETHER ANCHORED IN FOUNDATION AND ATTACHED TO SIGN LEG FYl:L•k69ZFATIMI! NEW GALVANIZED FLOOR FLANGE (TYP) REVISIONS PLAN VIEW NEW AIRFIELD GUIDANCE SIGN, INSTALL LEVEL NEW FRANGIBLE COUPLINGS (TIP) 2" BRASS I.D. TAGA.ABEL AS ORDERED BY THE ENGINEER NEW TRANSFORMER PER MANUFACTURER RECOMMENDATIONS FOR 6.6 AMP SERIES CIRCUIT FEED NYLON FRONT ELEVATION VIEW NEW AIRFIELD GUIDANCE SIGN ON EXISTING FOUNDATION DETAIL NTS BY I APP. I DATE NOTES: 1. PROVIDE A L-823 DISCONNECT PLUG & RECEPTACLE IN THE FRANGIBLE COUPLING OF THE POWER LEG AS REQUIRED. 2. NEW GROUND ROD IS INCIDENTAL TO THE SIGN. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 —www.de1taairport.com — X"' --EXISTING #6 BARE COPPER GROUIND ROUTED — — _ FROMI CAN TO GROUND ROD, (EXOTHERMIC WELD) BOTH ENDS CONNECTOR TO TRANSFORMER SECONIDARY L-823 CONINECTOR WITH HEAT SHRINK SLEEVE TO TRANSFORMER PRIMARY (TYP) EXISTING #6 BARE COPPER GROUND FROM CAN TO GROUND ROD 2' MINIMUM FROM CAN. EXOTHERMIC WELD BOTH ENDS kl NEW 5kV„L-824 TYPE'C'(CABLE EXISTING / 3' SLACK TYP z' PVC CONDUIIT EACH CABLE NEW 3/4"x 10' COPPER -CLAD STEEL GROUND ROD, 12” MIN BELOW GRAWE < q <4 4 a." s a / NEW RUNWAY DISTANCE REMAINING SIGN ON EXISTING a• . q y, d 0 0 e q `•q NEW AIRFIELD GUIDANCE SIGN ON EXISTING FOUNDATION o O 6a4 'Ud 6�f &d 6ai '!d 6.ai 'Ld b.Zf v \l O O q s q4. STAINLESS STEEL TETHER ANCHORED IN FOUNDATION AND ATTACHED TO SIGN LEG FYl:L•k69ZFATIMI! NEW GALVANIZED FLOOR FLANGE (TYP) REVISIONS PLAN VIEW NEW AIRFIELD GUIDANCE SIGN, INSTALL LEVEL NEW FRANGIBLE COUPLINGS (TIP) 2" BRASS I.D. TAGA.ABEL AS ORDERED BY THE ENGINEER NEW TRANSFORMER PER MANUFACTURER RECOMMENDATIONS FOR 6.6 AMP SERIES CIRCUIT FEED NYLON FRONT ELEVATION VIEW NEW AIRFIELD GUIDANCE SIGN ON EXISTING FOUNDATION DETAIL NTS BY I APP. I DATE NOTES: 1. PROVIDE A L-823 DISCONNECT PLUG & RECEPTACLE IN THE FRANGIBLE COUPLING OF THE POWER LEG AS REQUIRED. 2. NEW GROUND ROD IS INCIDENTAL TO THE SIGN. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 —www.de1taairport.com — X"' --EXISTING #6 BARE COPPER GROUIND ROUTED — — _ FROMI CAN TO GROUND ROD, (EXOTHERMIC WELD) BOTH ENDS CONNECTOR TO TRANSFORMER SECONIDARY L-823 CONINECTOR WITH HEAT SHRINK SLEEVE TO TRANSFORMER PRIMARY (TYP) EXISTING #6 BARE COPPER GROUND FROM CAN TO GROUND ROD 2' MINIMUM FROM CAN. EXOTHERMIC WELD BOTH ENDS kl NEW 5kV„L-824 TYPE'C'(CABLE EXISTING / 3' SLACK TYP z' PVC CONDUIIT EACH CABLE NEW 3/4"x 10' COPPER -CLAD STEEL GROUND ROD, 12” MIN BELOW GRAWE NEW RUNWAY DISTANCE REMAINING SIGN, INSTALL LEVEL NEW GALVANIZED FLOOR FLANGE (TYP) STAINLESS STEEL TETHER ANCHORED IN FOUNDATION AND ATTACHED TO SIGN LEG NEW FRANGIBLE COUPLINGS (TYP) PLAN VIEW NEW TRANSFORMER PER MANUFACTURER RECOMMENDATIONS FOR 6.6 AMP SERIES CIRCUIT FEED NYLON NET FRONT ELEVATION VIEW NEW 3/4" x 10' COPPER -CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE EXISTING 96 BARE COPPER GROUND ROUTED FROM CAN TO GROUND ROD, EXOTHERMIC WELD BOTH ENDS CONNECTOR TO TRANSFORMER SECONDARY L-823 CONNECTOR WITH HEAT SHRINK SLEEVE TO TRANSFORMER PRIMARY (TYP) EXISTING #6 BARE COPPER GROUND FROM CAN TO GROUND ROD 2' MINIMUM FROM CAN. EXOTHERMIC WELD. NEW 5kV, L-824 TYPE'C' CABLE � EXISTING 3' SLACK (TYP) 2" PVC CONDUIT EACH CABLE NEW 3/4" x 10' COPPER -CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE NEW RUNWAY DISTANCE REMAINING SIGN ON EXISTING FOUNDATION DETAIL NTS DELTA AIRPORT tGARY . IPL Air IIL CONSULTANTS, INC. 10,S10NAL S� NOTES: 1. PROVIDE A L-823 DISCONNECT PLUG & RECEPTACLE IN THE FRANGIBLE COUPLING OF THE POWER LEG AS REQUIRED. 2. NEW GROUND ROD IS INCIDENTAL TO THE SIGN. UPGRADE AIRFIELD ELECTRICAL AIRFIELD SIGN DETAILS AIP NO. JOB NO. AIP 3-51-0004-038/039-2008 VA 07163 DRAWN BY: SHEET RWW 19 DESIGNED BY: OF GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 30 NONE MARCH 2008 14 a." a / NEW RUNWAY DISTANCE REMAINING SIGN ON EXISTING FOUNDATION �OO JIB 0 0 e q `•q NEW RUNWAY DISTANCE REMAINING SIGN, INSTALL LEVEL NEW GALVANIZED FLOOR FLANGE (TYP) STAINLESS STEEL TETHER ANCHORED IN FOUNDATION AND ATTACHED TO SIGN LEG NEW FRANGIBLE COUPLINGS (TYP) PLAN VIEW NEW TRANSFORMER PER MANUFACTURER RECOMMENDATIONS FOR 6.6 AMP SERIES CIRCUIT FEED NYLON NET FRONT ELEVATION VIEW NEW 3/4" x 10' COPPER -CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE EXISTING 96 BARE COPPER GROUND ROUTED FROM CAN TO GROUND ROD, EXOTHERMIC WELD BOTH ENDS CONNECTOR TO TRANSFORMER SECONDARY L-823 CONNECTOR WITH HEAT SHRINK SLEEVE TO TRANSFORMER PRIMARY (TYP) EXISTING #6 BARE COPPER GROUND FROM CAN TO GROUND ROD 2' MINIMUM FROM CAN. EXOTHERMIC WELD. NEW 5kV, L-824 TYPE'C' CABLE � EXISTING 3' SLACK (TYP) 2" PVC CONDUIT EACH CABLE NEW 3/4" x 10' COPPER -CLAD STEEL GROUND ROD, 12" MIN BELOW GRADE NEW RUNWAY DISTANCE REMAINING SIGN ON EXISTING FOUNDATION DETAIL NTS DELTA AIRPORT tGARY . IPL Air IIL CONSULTANTS, INC. 10,S10NAL S� NOTES: 1. PROVIDE A L-823 DISCONNECT PLUG & RECEPTACLE IN THE FRANGIBLE COUPLING OF THE POWER LEG AS REQUIRED. 2. NEW GROUND ROD IS INCIDENTAL TO THE SIGN. UPGRADE AIRFIELD ELECTRICAL AIRFIELD SIGN DETAILS AIP NO. JOB NO. AIP 3-51-0004-038/039-2008 VA 07163 DRAWN BY: SHEET RWW 19 DESIGNED BY: OF GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 30 NONE MARCH 2008 1 2 3 2 BUNK ' MF NEW SIGN ON EXISTING FOUNDATION 2 2 3 2 BUNK FA Bn WME JDN NEW SIGN ON EXISTING FOUNDATION 3 2 3 2 Illy F8 BUNK REVISIONS BY NEW SIGN ON EXISTING FOUNDATION 4 2 3 2 32 B 3.21 2 BN Fd NEW SIGN ON EXISTING FOUNDATION BUNK NEW SIGN ON EXISTING FOUNDATION VB W/R 5 2 3 2 VB Bn \/ B -> BUNK NEW SIGN ON EXISTING FOUNDATION 6 2 3 2 BUNK A B71� YB BN NEW SIGN ON EXISTING FOUNDATION 7 2 3 2 Bn YB F 10r .,] B BllC1K NEW SIGN ON EXISTING FOUNDATION wB 8 2 3 2 BUNK FB 2 Q NEW SIGN ON EXISTING FOUNDATION g 2 3 2 F3 21 WB NEW SIGN ON EXISTING FOUNDATION BUNK ery en 10 2 3 2 Bn BL;K 4 3 NEW SIGN ON EXISTING FOUNDATION 11 2 3 2 C 3'21 VB W/R NEW SIGN ON EXISTING FOUNDATION BUNK 12 2 3 2 Y/B wy will36 NEW SIGN ON EXISTING FOUNDATION 4 3 2 ® 2 13 2 3 2 A C-* Yl8 BN wB NEW SIGN ON EXISTING FOUNDATION BLANK wB 14 2 3 2 Bn YB Fd� .J 3 2 �1 NEW SIGN ON EXISTING FOUNDATION BUNK NEW SIGN ON EXISTING FOUNDATION 15 2 3 2 BUNK FC Bn NEW SIGN ON EXISTING FOUNDATION 16 2 3 2 BUNK F3 21 Hr w BN NEW SIGN ON EXISTING FOUNDATION NEW SIGN ON EXISTING FOUNDATION 17 2 3 2 Bly FQ BUNK 39 2 NEW SIGN ON EXISTING FOUNDATION 18 2 3 2 NEW SIGN ON EXISTING FOUNDATION D 3-21 Y/B WR 2 3 NEW SIGN ON EXISTING FOUNDATION BUNK BUNK 19 2 3 2 YB e/v V 4� BUNK BLANK NEW SIGN ON EXISTING FOUNDATION 20 2 3 2 A Di YB Bl1' Bl%n VB NEW SIGN ON EXISTING FOUNDATION 42 BLANK 3 2 y/B Sly �� ®� ®BANK F 21 2 3 2 Bn YB Frj•+ U BUNK ne NEW SIGN ON EXISTING FOUNDATION 43 2 22 2 3 2 B UNK 1110 afY NEW SIGN ON EXISTING FOUNDATION 23 2 3 2 <-.3 21 •► NEW SIGN ON EXISTING FOUNDATION BUNK 2 an Bn 24 2 3 2 BN 3 BUNK L AIBcp NEW SIGN ON EXISTING FOUNDATION 25 2 3 2 ONLY FMT-3-271 YB w/n NEW SIGN ON EXISTING FOUNDATION BUNK 26 2 3 2 YIB BLY NEW SIGN ON EXISTING FOUNDATION 27 2 3 2 BUNK A E-I� YB Bn NEW SIGN ON EXISTING FOUNDATION 28 2 3 2 Bn Y/B — NEW SIGN ON EXISTING FOUNDATION 29 2 3 2 BUNK FE Bn NEW SIGN ON EXISTING FOUNDATION 30 1 2 3 2 Bn �• •� NEW SIGN ON EXISTING FOUNDATION 31VARld 7 FAACOMMENTS JRS GSS 8/15/08 6 ADDENDUM NO. SIX (6) WME JDN 5/2/08 2 ADDENDUM NO. TWO (2) WME GSS 4/23/08 NO. REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 —www.deltaairport.com— DELTA AIRPORT CONSULTANTS, ►xc SIGN SYMBOL LEGEND SIGN PANELSIGN PANEL SIDE A� DESIGNATION A 3-21 SIGN IDENTIFICATION Y/B W/R NUMBER BACKGROUND COLOR (TYP) CHARACTER COLOR (TYP) SIGN COLOR LEGEND W - WHITE CHARACTER R - RED COLOR B -BLACK Y -YELLOW W/R 31 2 3 2 YlB BLANK W/R NEW SIGN ON EXISTING FOUNDATION 32 2 3 2 BN Fd BUNK NEW SIGN ON EXISTING FOUNDATION W11333 4 3 2 © E NEW SIGN ON EXISTING FOUNDATION wB wB 34 4 3 2 Q ® NEW SIGN ON EXISTING FOUNDATION WB WB 35 4 3 2 � 1E NEW SIGN ON EXISTING FOUNDATION W/B will36 4 3 2 ® 2 NEW SIGN ON EXISTING FOUNDATION wB wB 37 4 3 2 �1 NEW SIGN ON EXISTING FOUNDATION w/B 38 2 3 2 P48 K] NEW SIGN ON EXISTING FOUNDATION YB en 39 2 3 2 yls BUNK UN NEW SIGN ON EXISTING FOUNDATION 40 2 3 2 BN E41 BUNK NEW SIGN ON EXISTING FOUNDATION 41 2 3 2 BLANK NEW SIGN ON EXISTING FOUNDATION Bl%n VB 42 2 3 2 y/B Sly �� ®� ®BANK F NEW SIGN ON EXISTING FOUNDATION ne 43 2 3 2 BN BUNK 48+60t 581'1. LT NEW SIGN ON NEW FOUNDATION °A w l A RC,y ONLY 44 2 3 2GROup BN BLANK 48+601. 521'± LT NEW SIGN ON NEW FOUNDATION L AIBcp ONLY DELTA AIRPORT CONSULTANTS, ►xc SIGN SYMBOL LEGEND SIGN PANELSIGN PANEL SIDE A� DESIGNATION A 3-21 SIGN IDENTIFICATION Y/B W/R NUMBER BACKGROUND COLOR (TYP) CHARACTER COLOR (TYP) SIGN COLOR LEGEND W - WHITE CHARACTER R - RED COLOR B -BLACK Y -YELLOW W/R O - OBSCURED G-GREEN BACKGROUND C -CLEAR COLOR NOTE: 1. ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE RW AND TO THE CENTER OF SIGN EDGE CLOSEST TO EDGE OF PAVEMENT SIGN IS LOCATED ON. UPGRADE AIRFIELD ELECTRICAL AIP No , p1`7 0j,, `f AIP 3-51-0004-038/039-2008 DRAWN BY: B. "NO. 3 `B > SIGN SCHEDULE RWW IQ 0218 DESIGNED BY: GSS/ JEJ/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: 'ORA' DATE: S 8� NONE MARCH 2008 JOB NO. VA 07163 SHEET OF 21 30 FUTURE / / / / � _ —I \ / ,SRE"0 n nir_ � \ I I I I I I I ( I I 1 I 1 \ \ \ I I I I� r ►(11 / / / / / / I I I ) 1 U O � I I I I I I I I: / // / I 1 I L l l► a' a' ll//I // // I l 1 l� 1 1 1 1► IIll///Iw / /_%� �_;—_=t=—=—__-__--_=— ____ _— �=—\� soy _� \ \ \ \ \ �\ \ \ \ \ 1///// 1111/1 i I l l 1 / I ► 0 /4 �(, -- = —�`\ �_�� ���\\\\\\\T \\\ \ \ \ \ \ \ \ \ \ \ \ \ ►IIS//// % i'- —i/ 4:1 --.—__�\ \ \ \`\ \ \ \ \\ \ \111 j/ /�// 4:1 __—T—_- __ -'�� 60 1\ _-------- \\\\ TYPICAL SECTION \\\\\\�\\\�\\\\\ \\\�\\ \�\ \ \\\\�\ \ \\ \\ Il / /// _ -- 1 // I I BASELINE "CL \�\\\\\\\ \ \ I �/ ////�/ ,\ \s�� /tel / ► I NTS W��0\\\ o /�/ N W w / — 0 \\\\fib 1r �\ \\\ \\\ \''\ / / 1"DROP OFF /----r' / I / \ I \ \ \\ \ \ \\ \\ \\ \\\ \ \\ \ \\ / / / / — \ \ \\ \\\\\\\\ \ ) \ \\ \1 \\\\ / / / / 620 \ \ \ \ \ \\ \\ \\\\\\\\ 1.5^� \\ \ \ \ \ \ \\ \\\ \1m \ yp .... U'VUU]irkA ,..., 1.0% m'P) 4:1 \ sThzl+aao, \ \\ \\i\\ \ \ \ \ \\�\ \ , / / \ a:1 68 .8' LT I \ \ \ \ \\ \\'\\ \\ \\\ \ \ I / / \1LX1sRNEI2 \ \ \\\ \ / / \ /WI �Vd0T DEC -3 /'^\ P SECTION A -A I I I I 1 �/ ------y I I STA�1+041)G%\\ �\ \ \\ \\\ \\ \ \\\\ \�\\\ / \/ / / NTS K-�--- I I VnSTOCKPI�LE I 1 685.6'VT\\ \\\\ �\ \\ FUTUREARF //�I 1 \ OJ \\\ 1'DEPTH g__ --VDOT CLASS I RIPFILTER FABRIC SECTION B -B 8"--- - - - CPP _O \Rj ER (SEE DETAIL) NTS \ \ / - RIP,RAP OUTLET/ ;STSL - -_ -PROTECTION (95Y) \\ \ \ \\\ \\ \ \ \\ \ \ 61 \ I — — — — — — — — — — -- — o SECTION C -C NTS yj T ---------- 620 — DV \ \ \ m I I SF3.05 - PS ID ag 051 I i - --"-------o --------- CIP3.08 CPP � _ �_ -_-.----___. J.-) ; Q RIPRAP OUTLET' -----i---- I --- PROTECTION (5 SY) --—I—ROFA— �——_ROfA—s---G —ROFA— ——ROFA-- —ROFA — — —FA— —ROFA— — — ——ROFA-- ROFA_—� —ROFA——ROPA—T——Rl1F�— ROFA �/ -- —ROFA— -� —' �--kOFA— _ EXISTING PERIMETER ACCESS ROAD (G9AVEL}- — -- — _ __ _ /- ----�----------------------_---_—_—_—_—_—_—_—_—_—_—_------------- — --- _--__— _----.-- _-------.-----�--__ — /— -- --/i-- - -----------—_---------.---.---.--- _---.---.__-----_- --- ._ -- -_--_—�---------- 615----__ __ _— ---------------.— _ —-. ---.._ — -- — --- _—_ -- --'—_— /----- I ------r---- — -- ----�— -- ----- ----- ---------------------------------__----- 1 / `_—_ `----------------_ s\ _ — ---- ---_ \ -- — —— �\ \\ \ � U \----------- 515 — — — — — — — — — — --.-----.---- --� \ \ \ LI -------------------- ---' ________ �O s; �eAlTx oFL UPGRADE AIRFIELD ELECTRICAL 2 PER COUNTY ES&C REVIEW COMMENTS 1 PER COUNTY ES&C REVIEW COMMENTS NO. REVISIONS WME I JDN 11/10/08 JDB JDN 1 8/11/08 BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 —www.deItaairport.com — DELTA AIRPORT [ONSULTANTS,IN[. � �' IZ•Gf5 SITE GRADING, DRAINAGE, E&SC AND SWM PLAN SHEETINDEX — — — — — FUTURE DEVELOPMENT — — — — — TEMP BASIN INDEX CONTOURS — — — — — TEMP BASIN INTER CONTOURS �- EXISTING DRAINAGE PIPE PROPOSED DIVERSIOND03.10 DIKE —LOD— LIMIT OF DISTURBANCE SF PROPOSED SILT FENCE SF3.05 —WBL— WATER PROTECTION ORDINANCE BUFFER LIMITS TREE LINE ® INLET PROTECTION IP 3.07 CULVERT INLET O CIP3.o8 PROTECTION CHECK DAM CD 3.20 DC DUST CONTROL TS TEMPORARY SEEDING PS PERMANENT SEEDING SPA STOCKPILE AREA ST# SEDIMENTTRAP ST3.13 ® PROPOSED VAULT ® TEMPORARY VAULT ACCESS ROAD ® CONSTRUCTION ENTRANCE CE ECTIVE SOIL STABILIZATION EPROT//////// //////F/ MATTING VDOT ST'D EC -3 (6' WIDE) PROPOSED RIPRAP COUNTY REVIEW SET 30 0 30 60 SCALE: 1"=30' FEET AIP NO. AIP 3 -51 -0004 -PENDING DRAWN BY: RWW` DESIGNED BY: GSS/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE:30' DATE: 1" = MARCH 2008 JOB NO. VA 07163 SHEET 22A OF 30 1 INCOMING POWER FOR SWITCH GEAR REGULATOR SYSTEM, SEE SINGLE LINE DIAGRAM FOR CONDUCTOR SIZE. 400 AMP 277/480 VOLT THREE PHASE MAIN DISTRIBUTION PANEL `SWITCH GEAR REGULATOR / SYSTEM POWER BAY UNIT SWITCH GEAR REGULATOR /FOR 400 AMP 277/480 VOLT SYSTEM CUT-OUT BAY UNIT THREE PHASE SERVICE SWITCH GEAR REGULATOR SYSTEM NOTES: POSITION -1A POSITION -]A POBRION-5A POSITION -M PMMON-M 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE SWITCH GEAR REGULATOR R w RON sqa xw :� a:I Norm re.M"r NOM 15 xe+ ,M sP." s� sc.n sla SYSTEM WILL FIT IN THE SPACE INDICATED ON THE PLANS IN ACCORDANCE WITH +o xw THE SWITCH GEAR REGULATOR SYSTEM MANUFACTURER'S RECOMMENDATIONS. A 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE SWITCH GEAR REGULATOR 0❑aT-,.SYSTEM MANUFACTURER'S REGULATOR PACK REMOVAL DEVICE HAS AMPLE ROOM ® ®lD ®®® ® ® ® ®I ]( II ]< TO MOVE WITHIN THE SPACE INDICATED ON THE PLANS. 5=-,h 11d 111'11 Ilalllllah 111E POSRIa1-18—POSRION-PB L R"nN'eY 3N 8aT Mry SouM 15 15xW 15 kYY ELEVATION "B" 200 AMP 120/208 VOLT THREE PHASE ELEC VAULT PANEL 1 277/480 VOLT THREE PHASE 277/480- 120/208 VOLT, 50 kVA AUTOMATIC TRANSFER SWITCH THREE PHASE TRANSFORMER FOR 100 kW GENERATOR ELEVATION "A'" }" x 1-j" CONTINUOUS COPPER GROUNDING BUS BAR MOUNTED 12" ABOVE FINISHED FLOOR, TYP ELEVATION "C" 1ADDENDUM NO. ONE (1) RWW GSS 4/4/08 NO. REVISION$ BY APP. DATE ELEVATION "D" INTERIOR ELEVATIONS - SECTION VIEWS NTS 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 x fax: (804) 275-8371 —www.deItaairport.com — SWITCH GEAR REGULATOR SYSTEM POWER BAY UNIT 200 AMP 120/208 VOLT THREE PHASE ELEC VAULT PANEL 1 50 kVA 277/480 -120/208 VOLT THREE PHASE TRANSFORMER 13' • 6" 400 AMP 277/480 VOLT THREE PHASE MAIN DISTRIBUTION PANEL GRADE NOMINAL 36" PULL BOX TERNAL DIVIDERS '2 412 CONDUCTORS& 1 -#12 (GROUND IN 3/4'EMT CONDUIT FOR 120 VOLT OUTLET CIRCUIT. HOME RUN TO 20 AMP SINGLE POLE CIRCUIT BREAKER IN ELECTRICAL VAULT PANEL 1. 4" PVC CONDUIT WITH INCOMING POWER CONDUCTORS FROM LOCAL UTILITY 4" GRS CONDUIT WITH INCOMING POWER _ CONDUCTORS FROM GENERATOR 277/480 VOLT THREE PHASE AUTOMATIC TRANSFER SWITCH FOR 100 kW GENERATOR 4' -6- V -S" SYMBOLS ® 4 - 48" LAMP 40 WATT FLUORESCENT BULB FIXTURE WITH PROTECTIVE COVER / - CONDUIT WITH CONDUCTORS 120 VOLT DUPLEX OUTLET LIGHT SWITCH SYSTEM 1 1 SYSTEM W 2 I SY9T A� 3 5 9T M fiCY4 SYSTEM B A a D EXTERIOR WALL MOUNTED HVAC UNIT BY BART, INC OR APPROVED EQUIVALENT EQUIPMENT LAYOUT PLAN 25'-0" NOMINAL 12"x 12"x 36" STAINLESS STEEL NEMA 3R PULL BOX WITH TWO INTERNAL DIVIDERS. ATTACH TO INTERIOR GRADE NOMINAL 12" x 12" x 36" PULL BOX ON VAULT INTERIOR VIA 4"GRS CONDUITS AND BOND PER NEC. SEAL TO PROVIDE WEATHER RESISTANT PENETRATION. SWITCH GEAR REGULATOR SYSTEM CUT-OUT BAY UNIT AIRFIELD LIGHTING CONTROL SYSTEM PANEL L-854 PILOT CONTROL RELAY PANEL 2 - #12 CONDUCTORS & 1 - #12 GROUND 1 f HOME RUN TO 20 AMP SINGLE POLE CIRCUIT BREAKER IN ELECTRICAL VAULT PANEL 1. \ li I 4 - #6 CONDUCTORS & 1 - #6 GROUND / ( IN V EMT CONDUIT FOR HVAC CIRCUIT. HOME RUN TO 40 AMP TRIPLE POLE CIRCUIT / BREAKER IN ELECTRICAL VAULT PANEL 1. / DELTA AIRPORT lee"900's Aw CONSULTANTS, ►xc. LIGHTNING S RECEPTACLE PLAN INTERIOR ELEVATIONS - PLAN VIEWS NTS IY,ALTH Op` ���%� i,�Yllt P,� Da. °. 18 a r. �,+ ✓ AIP 351-0004-038/039-2008 JOB OVA 007163 VAULT DETAILS OPTION #1 INTERIOR ELEVATIONS DRAWN BY: R� SHEET OF 23 DESIGNED BY: GSS/JEJ/WME F I i l 30 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: NONE L-854 PILOT 77 CONTROL EXTERIOR WALL MOUNTED RELAY PANEL HVAC UNIT BY BARD, INC OR i,e� APPROVED EQUIVALENT O 0 AIRPORT LIGHTING CONTROL I I AND MONITORING SYSTEM PANEL J 1ADDENDUM NO. ONE (1) RWW GSS 4/4/08 NO. REVISION$ BY APP. DATE ELEVATION "D" INTERIOR ELEVATIONS - SECTION VIEWS NTS 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 x fax: (804) 275-8371 —www.deItaairport.com — SWITCH GEAR REGULATOR SYSTEM POWER BAY UNIT 200 AMP 120/208 VOLT THREE PHASE ELEC VAULT PANEL 1 50 kVA 277/480 -120/208 VOLT THREE PHASE TRANSFORMER 13' • 6" 400 AMP 277/480 VOLT THREE PHASE MAIN DISTRIBUTION PANEL GRADE NOMINAL 36" PULL BOX TERNAL DIVIDERS '2 412 CONDUCTORS& 1 -#12 (GROUND IN 3/4'EMT CONDUIT FOR 120 VOLT OUTLET CIRCUIT. HOME RUN TO 20 AMP SINGLE POLE CIRCUIT BREAKER IN ELECTRICAL VAULT PANEL 1. 4" PVC CONDUIT WITH INCOMING POWER CONDUCTORS FROM LOCAL UTILITY 4" GRS CONDUIT WITH INCOMING POWER _ CONDUCTORS FROM GENERATOR 277/480 VOLT THREE PHASE AUTOMATIC TRANSFER SWITCH FOR 100 kW GENERATOR 4' -6- V -S" SYMBOLS ® 4 - 48" LAMP 40 WATT FLUORESCENT BULB FIXTURE WITH PROTECTIVE COVER / - CONDUIT WITH CONDUCTORS 120 VOLT DUPLEX OUTLET LIGHT SWITCH SYSTEM 1 1 SYSTEM W 2 I SY9T A� 3 5 9T M fiCY4 SYSTEM B A a D EXTERIOR WALL MOUNTED HVAC UNIT BY BART, INC OR APPROVED EQUIVALENT EQUIPMENT LAYOUT PLAN 25'-0" NOMINAL 12"x 12"x 36" STAINLESS STEEL NEMA 3R PULL BOX WITH TWO INTERNAL DIVIDERS. ATTACH TO INTERIOR GRADE NOMINAL 12" x 12" x 36" PULL BOX ON VAULT INTERIOR VIA 4"GRS CONDUITS AND BOND PER NEC. SEAL TO PROVIDE WEATHER RESISTANT PENETRATION. SWITCH GEAR REGULATOR SYSTEM CUT-OUT BAY UNIT AIRFIELD LIGHTING CONTROL SYSTEM PANEL L-854 PILOT CONTROL RELAY PANEL 2 - #12 CONDUCTORS & 1 - #12 GROUND 1 f HOME RUN TO 20 AMP SINGLE POLE CIRCUIT BREAKER IN ELECTRICAL VAULT PANEL 1. \ li I 4 - #6 CONDUCTORS & 1 - #6 GROUND / ( IN V EMT CONDUIT FOR HVAC CIRCUIT. HOME RUN TO 40 AMP TRIPLE POLE CIRCUIT / BREAKER IN ELECTRICAL VAULT PANEL 1. / DELTA AIRPORT lee"900's Aw CONSULTANTS, ►xc. LIGHTNING S RECEPTACLE PLAN INTERIOR ELEVATIONS - PLAN VIEWS NTS IY,ALTH Op` ���%� i,�Yllt P,� Da. °. 18 a UPGRADE AIRFIELD ELECTRICAL AIP 351-0004-038/039-2008 JOB OVA 007163 VAULT DETAILS OPTION #1 INTERIOR ELEVATIONS DRAWN BY: R� SHEET OF 23 DESIGNED BY: GSS/JEJ/WME 11(14�,;�Q s9!°NAI. ego �N..... 30 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: NONE DATE: MARCH 2008 DOUBLE 6'-8"x2'-6" METAL DOORS lo LEFT ELEVATION ELECTRICAL VAULT HVAC UNIT FRONT ELEVATION AIR TERMINAL, TYPICAL EACH CORNER DOWN CONDUCTOR OF 32 STRANDS OF 17 GAUGE COPPER WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT, TYPICAL EACH CORNER J" PVC PIPE FOR DOWN CONDUCTOR PROTECTION, TYPICAL EACH CORNER PVC PIPE ATTACHMENT CLIP, SPACE AT 24" O.C. MAX ' F 38' - 0" GENERATOR PAD NOTE: 1. FIELD LOCATE GENERATOR PAD APPROXIMATELY 20' FROM ELECTRICAL VAULT. 2. GENERATOR PAD SHALL EXTEND 2' MINIMUM IN EACH DIRECTION BEYOND GENERATOR. 3. GENERATOR PAD SHALL BE CONSTRUCTED WITH CONTINUOUS PERIMETER FOOTING AND SHALL HAVE CROSS SECTION DETAIL IDENTICAL TO THAT FOUND IN THE ELECTRICAL VAULT FOUNDATION SECTION VIEW SHOWN BELOW. OUTLINE OF SHELTER - DIMENSIONS SHOWN REFLECT 12" 400 AMP, THREE PHASE, 4 WIRE, EXTENSION OF FOUNDATION SLAB BEYOND EXTERIOR WALL OF VAULT WITH NOMINAL 36'- 0" x 13'- 6" EXTERIOR DIMENSIONS. ELECTRICAL METER SOCKET COORDINATE FOUNDATION DIMENSIONS WITH SHELTER PROVIDED BY FABRICATOR SO THAT PERIMETER OF FOUNDATION SLAB EXTENDS 6" BEYOND PERIMETER OF SHELTER. 3 POLE 400 AMP DISCONNECT SWITCH WITH CLASS"R"FUSES IN STAINLESS STEEL NEMA4XENCLOSURE 4" GRS CONDULET WITH CONDUCTORS FROM AUTOMATIC TRANSFER SWITCH TO GENERATOR ELECTRICAL VAULT HVAC UNIT q' - 0" PLAN VIEW NOMINAL 12"x 12"x 36" STAINLESS 6" THICK CONCRETE PAD W/ #3 BARS @12" O.C. STEEL NEMA 3R PULL BOX WITH EACH WAY ON 6" CRUSHED AGGREGATE (#21A) TWO INTERNALDIVIDERS. ATTACHCENTER PAD ON DOORS TO INTERIOR GRADE NOMINAL 12"x 12" x 36" PULL BOX ON VAULT INTERIOR VIA 4" GRS CONDUITS 6.-0 0" AND BOND PER NEC. SEAL TO PROVIDE WEATHER RESISTANT PENETRATION. RIGHT ELEVATION EXPOSED AGGREGATE CONCRETE WALL, TYP REAR ELEVATION EXTERIOR ELEVATIONS NTS NOTE: 1. THE NEW ELECTRICAL VAULT SHALL BE AS MANUFACTURED BY OLDCASTLE PRECAST OR APPROVED EQUIVALENT. EXTERIOR WALLS SHALL HAVE AN EXPOSED AGGREGATE FINISH. COLOR OF EXTERIOR WALLS SHALL BE LIGHT TAN OR SAND AS APPROVED BY THE OWNER, GRID OF #4 REBAR AT 12" O.C. EACH WAY 67HICK 3000 PSI CONCRETE SLAB 3 MIL VAPOR BARRIER UNDER SLAB 6" OF CRUSHED AGGREGATE 8 9 NQlY SECTION VIEW FOUNDATION PLAN NTS VAULT EXTERIOR WALL ANCHOR BRACKET PER VAULT FABRICATOR GALVANIZED WEDGE ANCHOR PER VAULT FABRICATOR VCHAMFER #4 REBAR, TYPICAL OF 8 IN PERIMETER FOOTING #3 VERTICAL TIES AT 24"O.C. 2'-0" AIP NO. JOB NO. �, PLTH Op j UPGRADE AIRFIELD ELECTRICAL AIP 3-51-0004-038/039-2008 VA 07163 g$ 9711 Farrar Court, Suite 100 DRAWN BY: Richmond, Virginia 23236 _ DELTA AIRPORT IDLE ELECTRICAL VAULT DETAILS R""� SHEET 24 w LIC. O. 218 DESIGNED BY: 2 ADDENDUM NO. TWO (2) [R:WW GSS 4/23/08 phone: (804)275-8301 Sfax: (804)275-8371 C�IVSIlL�AIVTS�'�� ,, a EXTERIOR ELEVATIONS GSS/JEJ/WME OF LL 1 ADDENDUM NO. ONE (1) GSS 4/4/08 w W W• d e l t a a i r p o r t. c o m �O.�F� �' IZ"� ?�w /� 0 s S81 AL w'a CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: J NO. REVISIONS APP, DATE NONE MARCH 2008 Cl I I I I I I I I '_�__—__0 PVC GROUND ACCESS WELL BY THOMPSON LIGHTNING PROTECTION, NO. GWP -1824 OR APPROVED EQUIVALENT. EXOTHERA NOTE: WSHED AGGREGATE kSE PAD (30"x30"x6") 4/0 (7 STRAND) BARE COPPER CONDUCTOR EARTH ELECTRODE SYSTEM (EES) RING, 24" MIN BELOW FINISHED GRADE, TYP 12" MIN BELOW GRADE, TYP ACCESS WELL DETAIL NTS 1. ALL INSTALLATIONS SHOWN ABOVE ARE CONTRACTOR FURNISHED/INSTALLED UNLESS NOTED OTHERWISE. 4/0 BARE COPPER CONDUCTOR FROM 4/0 BARE COPPER CONDUCTOR EARTH BASE OF DOWN CONDUCTOR TO EES ELECTRODE SYSTEM (EES) RING RING, EXOTHERMIC WELD BOTH ENDS APPROXIMATELY 4' FROM VAULT (TYP OF 4) BURRIED 24" BELOW GRADE. DOWN CONDUCTOR OF 32 STRANDS OF 17 GAUGE WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT (TYP OF 4) CAST BRONZE "T" SPLICE BY THOMPSON LIGHTNING PROTECTION OF APPROVED EQUIVALENT (TYP OF 4) ROOF CONDUCTOR CABLE HOLDER BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT(SPACE AT 36" MAX) I' x 24" BLUNT NICKEL TIPPED SOLID COPPER AIR TERMINAL WITH CAST BRONZE BASE AND HINGED SWIVEL CONNECTOR BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT (TYP EACH CORNER) 1� " x 10' COPPER -CLAD STEEL GROUND ROD 12" MIN BELOW GRADE, EXOTHERMIC WELD TO EES RING (TYP) a x ROOF CONDUCTOR OF 32 STRANDS OF 17 GAUGE WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT CAST BRONZE PARALLEL SPLICE BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT ------------------------------------ i -t iii ACCESS WELL WITH x 10' COPPER -CLAD STEEL GROUND ROD, EXOTHERMIC WELD —_ GROUND ROD TO EES RING, SEE ACCESS WELL DETAIL. VAULT LIGHTNING PROTECTION DETAIL NTS TH pF G UPGRADE AIRFIELD ELECTRICAL AIP NO. AIP 3-51-0004-038/039-2008 JOB NO. VA 07163 I / / r 9711 Farrar Court, Suite 100DELTA IRPORT� VAULT DETAILS DRAWN BY: Rww SHEET PVC GROUND ACCESS WELL BY THOMPSON LIGHTNING PROTECTION, NO. GWP -1824 OR APPROVED EQUIVALENT. EXOTHERA NOTE: WSHED AGGREGATE kSE PAD (30"x30"x6") 4/0 (7 STRAND) BARE COPPER CONDUCTOR EARTH ELECTRODE SYSTEM (EES) RING, 24" MIN BELOW FINISHED GRADE, TYP 12" MIN BELOW GRADE, TYP ACCESS WELL DETAIL NTS 1. ALL INSTALLATIONS SHOWN ABOVE ARE CONTRACTOR FURNISHED/INSTALLED UNLESS NOTED OTHERWISE. 4/0 BARE COPPER CONDUCTOR FROM 4/0 BARE COPPER CONDUCTOR EARTH BASE OF DOWN CONDUCTOR TO EES ELECTRODE SYSTEM (EES) RING RING, EXOTHERMIC WELD BOTH ENDS APPROXIMATELY 4' FROM VAULT (TYP OF 4) BURRIED 24" BELOW GRADE. DOWN CONDUCTOR OF 32 STRANDS OF 17 GAUGE WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT (TYP OF 4) CAST BRONZE "T" SPLICE BY THOMPSON LIGHTNING PROTECTION OF APPROVED EQUIVALENT (TYP OF 4) ROOF CONDUCTOR CABLE HOLDER BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT(SPACE AT 36" MAX) I' x 24" BLUNT NICKEL TIPPED SOLID COPPER AIR TERMINAL WITH CAST BRONZE BASE AND HINGED SWIVEL CONNECTOR BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT (TYP EACH CORNER) 1� " x 10' COPPER -CLAD STEEL GROUND ROD 12" MIN BELOW GRADE, EXOTHERMIC WELD TO EES RING (TYP) a x ROOF CONDUCTOR OF 32 STRANDS OF 17 GAUGE WIRE BRAIDED SMOOTH TWIST BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT CAST BRONZE PARALLEL SPLICE BY THOMPSON LIGHTNING PROTECTION OR APPROVED EQUIVALENT ------------------------------------ i -t iii ACCESS WELL WITH x 10' COPPER -CLAD STEEL GROUND ROD, EXOTHERMIC WELD —_ GROUND ROD TO EES RING, SEE ACCESS WELL DETAIL. VAULT LIGHTNING PROTECTION DETAIL NTS TH pF G UPGRADE AIRFIELD ELECTRICAL AIP NO. AIP 3-51-0004-038/039-2008 JOB NO. VA 07163 r 9711 Farrar Court, Suite 100DELTA IRPORT� VAULT DETAILS DRAWN BY: Rww SHEET Q Richmond, Virginia 23236 GAR S. HIPL ELECTRICAL 25 DESIGNED BY: GSS/ JEJ/ WME N U a LIC NO. 30218 phone: (804) 275-8301 # fax: (804) 275-8371 �o� � � , JZ.�� �Qw,� WWW . d e I t a a i r p o r t. c o m CONSULTANTS,INCo �s oti Sto �� NAL LIGHTNING PROTECTION OF 3 0 1 ADDENDUM NO. ONE (1) RWW GSS 4/4/08 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: NONE DATE: MARCH 2008 NO. REVISIONS BY APP. DATE Incoming Power Meter Socket Incoming Power Disconnect Switch 400 Amp 3 Pole G 400 Amp 2771480VOR Three Phase Main Distribution Panel 70 kW Generator 277/480 Volt Three Phase Automatic Transfer Switch Transient Voltage Surge Suppressor 100 kW, 480/277 Volt Three Phase Diesel Generator POWER BY LOCAL UTILITY TRANSFORMER BY LOCAL UTILITY WITH 277/480 VOLT THREE PHASE SECONDARY FOR 400 AMP SERVICE 400 AMP 277/480 VOLT METER SOCKET 3 POLE 400 AMP DISCONNECT SWITCH WITH CLASS "R" FUSES IN STAINLESS STEEL NEMA 4X ENCLOSURE 277/480 VOLT THREE PHASE - AUTOMATIC TRANSFER SWITCH FOR 100 kW GENERATOR 100 kW, 2771480 VOLT, THREE PHASE DIESEL GENERATOR 50 kW 277/480 - 120/208 Von Three Phase Transformer 277/480Volt Three Phase (5 Bay) Switch Gear Regulator System 15 kW Regulator 4 kW Regulator 10 kW Regulator 15 kW Regulator 15 kW Regulator 15 kW Regulator. Spare Slot Spare Slot Spare Slot Spare Slot 3 Pole 400 Amp Mein Circuit Breaker 200 Amp 120/208 Von Three Phase Electrical Vault Panel 1 Transient Voltage Surge To Electrical Vault HVAC Unit To Electrical Vault Interior Lighting To Electrical Vault Receptacles —1 To REIL - Runway 21 To Rotating Beacon � To Primary Wind Cone Airfield Lighting Control System Panel To Supplemental Wind Cone - Runway 3 To Supplemental Wino Cone - Runway 21 To Taxiway Signs 1 To RDR Signs To Taxiway North Edge Lights To Taxiway South Edge Lights To Runway North Edge Lights To Runway South Edge Lights ELECTRICAL VAULT RISER DIAGRAM NTS MAIN DISTRIBUTION PANEL, NO PANEL SCHEDULE SHOWN, SIZE CONDUCTORS PER NEC. 277/, 1201, o 1 3 Pole 200 Amp NOTE: L7854 Pilot Control Relay Panel ELECTRICAL VAULT PANEL 1, SEE SCHEDULE ABOVE 3 Pole 200 Amp Main Circuit Breaker ELECTRICAL VAULT SINGLE LINE DIAGRAM NTS ELECTRICAL VAULT PANEL 1 MAIN CIRCUIT BREAKER: 200 Amps, 3 Pole SERVICE: 120/208 Volts, Three Phase, 4 Wire DESIGNATION TO BE TYPED ON DIRECTORY WIRE SIZE BKR SIZE CKT NBR ^ ^ ^ ^ ^ ^ A B C ^ ^ ^ CKT NEIR BKR SIZE WIRE SIZE DESIGNATION TO BE TYPED ON DIRECTORY REIL - Runway 21 #12 20 1 2 40 #6 Electrical Vault HVAC Unit 3 4 Rotating Beacon #8 20 5 6 ^ " 1 8 20 #12 Electrical Vault Interior Lighting Primary Windcone #12 20 9 t0 20 #12 Electrical Vault Receptacles Supplemental Windoone - RW 3 #12 20 11 12 20 #12 Airfield Lighting Control System Supplemental Windcone - RW 21 #12 20 13 14 20 #12 L-854 Pilot Control Relay Panel Spare 15 16 Spare Spare 17 18 Spare Spare 19 20 Spare Spare 21 22 Spare Spare 23 24 Spare Spare 25 26 Spare Spare 27 28 Spare Spare 29 30 Spare Spare 31 32 Spam Spare 33 34 Spare Spare 35 36 Spare Spare 37 38 60 #4 TVSS' Spare 39 40 " Spare 41 42 " TVSS - Transient Voltage Surge Suppressor + As Required by Current Edition of NEC Handbook 6q 2 6q 6) Q6) 6) 6) Pole 1 Pole Pole 440/ Amp 120/ Amp �20 Almp 20 oAmp 120 Amp �6le 1 Pole 30 Amp Electrical Vault Electrical Vault Electrical Vault Airfield Lighting L-854 Pilot Control Transient Voltage HVAC Unit Interior Lighting Receptacles Control System Relay Panel Surge Suppressor Panel o� 2 Pole 20 Amp 208 Von 2 kVA Transfomer (Vault) 411 Vol 480Volt 2 kVA Transfomer (Pull Can) 120/240 vent REIL (Runway 21) 1. THE EMERGENCY GENERATOR SHALL BE KOHLER POWER, OR APPROVED EQUIVALENT, 1001kW, DIESEL POWERED GENERATOR. THE GENERATOR SHALL HAVE ALL WEATHER HOUSING, SOUND ENCLOSURE, AND SUB -BASE FUEL TANKS. THE FUEL TANKS SHALL HAVE A CAPACITY WHICH WILL ALLOW THE GENERATOR TO OPERATE CONTINUOUSLY FOR A PERIOD OF 72 HOURS OR MORE. o q 2\JlPole 20 Amp 208 Volt 2 kVA Transfomer (Vault) 480 Von 480Volt 2 kVA Transfomer (Pull Can) 120/240 von Rotating Beacon o� 1 Pole 20 Amp 120 Volt 1 kVA Transfomer (Vault) 480 Von 480 Von 1 kVA Transbmer (Pull Can) 120 volt Primary Wind Cone o q 1 Pole 20 Amp 120 Volt 1 kVA Transfomer (Vault) 480 Volt 480 von u v 1 kVA Transfomer (Pull Can) 12o volt Supplemental Wind Cone (Runway 3) o q 1 Pole 20 Amp 120 Volt 1 kVA Transfomer (Vault) 480 Vol 480 volt 1 kVA Transfomer (Pull Can) 120 Vok Supplemental Wind Cone (Runway 21) LTH o UPGRADE AIRFIELD ELECTRICAL Alp NO JOB NO. � cj DELTA AIRPORT O oARr 8 PLErr AIP 3-51-0004-038/OR�08 VA 07163 9711 Farrar Court, .Suite 100 � � DRAWN BY: SHEET Richmond, Virginia 23236 VAULT DETAILS OPTION #1 w - LIC. N . 0 1@18 Y hone: 804 275-8301 rfax: 804 275-8371 b RISER & SINGLE LINE DIAGRAMS DESIGNED BY: OF 7 2 ADDENDUM NO. TWO (2) WME GSB 4/23/08 p I ' ( �CS CONSULTANTS, I N�� E, np,o� a GSS/ JE1/ WME 1 ADDENDUM NO. ONE (1) RWW GSS 4/4108 www . d e I t a a i r p 0 r t. c o m SOF I I IZ.vv QwW NO. REVISIONS BY APP. DATE 10 AL e� CHARLOTTESVILLE-ALBEMARLE AIRPORT SC NONE DAMARCH 2008 30 To Electrical Vault HVAC Unit To Electrical Vault Interior Lighting To Electrical Vault Receptacles Incoming Power Meter Socket Incoming Power Disconnect Switch 400 Amp 3 Pole O G J 400 Amp 120/208 Volt Three Phase Main Distribution Panel 100 kW Generate 120/208 Volt Three Phase Automatic Transfer Switch Transient Voltage Surge 100 kW, 120/208 Volt Three Phase Diesel Generator POWER BY LOCAL UTILITY TRANSFORMER BY LOCAL UTILITY WITH 120/208 VOLT THREE PHASE SECONDARY FOR 400 AMP SERVICE 400 AMP 120/208 VOLT METER SOCKET 3 POLE 400 AMP DISCONNECT SWITCH WITH CLASS "R" FUSES IN STAINLESS STEEL NEMA 4X ENCLOSURE 120/208 VOLT THREE PHASE AUTOMATIC TRANSFER SWITCH FOR 100 kW GENERATOR 100 kW, 120/208 VOLT, THREE PHASE DIESEL GENERATOR NO. TWO (2) WME GSS 4/23/08 NO. ONE (1) A T RWW GSS 4/4/08 REVISIONS BKR SIZE BY APP. DATE To REIL - Runway 21 --� To Rotating Beacon --� To Primary Wind Cone To Supplemental Wind Cone - Runway 3 15 kW Constant Current Regulate To Supplemental Wind Cone - Runway 21 ELECTRICAL VAULT PANEL 1, SEE SCHEDULE ABOVE 3 Pole 400 Amp Mein Circuit Breaker 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fox: (804) 275-8371 — wWW.deltaairport.com— Airfield Lighting Control System Panel ELECTRICAL VAULT RISER DIAGRAM NTS L-854 Pilot Control Relay Panel To Taxiway Signs y To RDR Signs To Taxiway North Edge Lights To Taxiway South Edge Lights To Runway North Edge Lights 0) b� b)Pole 3Pole 3 Poie 3 Pole Pole Pole b �80 Amp 180 Amp �BOAmp �SO Amp 30 Amp �80 Amp 15 kW CCR to 15 kW CCR to 10 kW CCR to 10 kW CC;R to 4kW�JC.�CR to 15 kW CCR to Runway 3-21 Runway 3-21 Taxiways Taxlws)ys RDR Signs Taxiway Signs Lighting Circuit Lighting Circuit Lighting Circuit Lighting Cllmult Lighting Circult Lighting Circuit South North South North i O� Oq Oql O� 40 Pole Amp 1 20 Amp 1 20 Amp 1 20 Amp 1 20 Amp Electrical Vault Electrical Vault Electrical Vault Airfield Lighting L-854 Pilot Control HVAC Unit Interior Lighting Receptacles Control System Relay Panel Panel ELECTRICAL VAULT SINGLE LINE DIAGRAM NOTE: NTS 1. THE EMERGENCY GENERATOR SHALL BE KOHLER POWER, OR APPROVED EQUIVALENT, 100kW, DIESEL POWERED GENERATOR. THE GENERATOR SHALL HAVE ALL WEATHER HOUSING, SOUND ENCLOSURE, AND SUB -BASE FUEL TANKS, THE FUEL TANKS SHALL HAVE A CAPACITY WHICH WILL ALLOW THE GENERATOR TO OPERATE CONTINUOUSLY FOR A PERIOD OF 72 HOURS OR MORE. To Runway South Edge Lights 0 q �2Pole 20 Amp 208 Volt 2 kVA Transformer (Vault) 480 Volt 480 Volt 2 kVA The nsfomer (Pull Can) 120/240 Volt REIL (Runway 21) DELTA AIRPORT coNsuliaxrS, ►xt. 0 3 Pole 60 Amp Transient Voltage Surge Suppressor 0 2 Pole 20 Amp 208 Volt 2 kVA Transferrer (Vault) 480 Vol 480 Volt 2 kVA Trensfomer (Pull Can) 120/240 Volt Rotating Beacon LIC. Op MAIN DISTRIBUTION PANEL MAIN CIRCUIT BREAKER: 400 Amps, 3 Pole SERVICE: 120/208 Volts, Three Phase, 4 Wire DESIGNATION TO BE TYPED ON DIRECTORY WIRE SIZE BKR SIZE CKT NBR A T B C ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ CKT NSR BKR SIZE kW ConstantCurrent Regulator 15 kW CCR #1 (RW 3-21 South) #2 Regulator r I I 2 Current Regulator I I I ran cur m I r I Runway 3-21 North] 6 (axiwaySo (Taxhvey North) Signs) (Taxiway (Taxiway Sgns) ELECTRICAL VAULT PANEL 1, SEE SCHEDULE ABOVE 3 Pole 400 Amp Mein Circuit Breaker 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fox: (804) 275-8371 — wWW.deltaairport.com— Airfield Lighting Control System Panel ELECTRICAL VAULT RISER DIAGRAM NTS L-854 Pilot Control Relay Panel To Taxiway Signs y To RDR Signs To Taxiway North Edge Lights To Taxiway South Edge Lights To Runway North Edge Lights 0) b� b)Pole 3Pole 3 Poie 3 Pole Pole Pole b �80 Amp 180 Amp �BOAmp �SO Amp 30 Amp �80 Amp 15 kW CCR to 15 kW CCR to 10 kW CCR to 10 kW CC;R to 4kW�JC.�CR to 15 kW CCR to Runway 3-21 Runway 3-21 Taxiways Taxlws)ys RDR Signs Taxiway Signs Lighting Circuit Lighting Circuit Lighting Circuit Lighting Cllmult Lighting Circult Lighting Circuit South North South North i O� Oq Oql O� 40 Pole Amp 1 20 Amp 1 20 Amp 1 20 Amp 1 20 Amp Electrical Vault Electrical Vault Electrical Vault Airfield Lighting L-854 Pilot Control HVAC Unit Interior Lighting Receptacles Control System Relay Panel Panel ELECTRICAL VAULT SINGLE LINE DIAGRAM NOTE: NTS 1. THE EMERGENCY GENERATOR SHALL BE KOHLER POWER, OR APPROVED EQUIVALENT, 100kW, DIESEL POWERED GENERATOR. THE GENERATOR SHALL HAVE ALL WEATHER HOUSING, SOUND ENCLOSURE, AND SUB -BASE FUEL TANKS, THE FUEL TANKS SHALL HAVE A CAPACITY WHICH WILL ALLOW THE GENERATOR TO OPERATE CONTINUOUSLY FOR A PERIOD OF 72 HOURS OR MORE. To Runway South Edge Lights 0 q �2Pole 20 Amp 208 Volt 2 kVA Transformer (Vault) 480 Volt 480 Volt 2 kVA The nsfomer (Pull Can) 120/240 Volt REIL (Runway 21) DELTA AIRPORT coNsuliaxrS, ►xt. 0 3 Pole 60 Amp Transient Voltage Surge Suppressor 0 2 Pole 20 Amp 208 Volt 2 kVA Transferrer (Vault) 480 Vol 480 Volt 2 kVA Trensfomer (Pull Can) 120/240 Volt Rotating Beacon LIC. Op MAIN DISTRIBUTION PANEL MAIN CIRCUIT BREAKER: 400 Amps, 3 Pole SERVICE: 120/208 Volts, Three Phase, 4 Wire DESIGNATION TO BE TYPED ON DIRECTORY WIRE SIZE BKR SIZE CKT NBR A T B C ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ CKT NSR BKR SIZE WIRE SIZE DESIGNATIONTOBE TYPED ON DIRECTORY 15 kW CCR #1 (RW 3-21 South) #2 80 2 40 #6 Electrical Vault HVAC Unit 6 6 15 kW CCR #2 (RW 3-21 North) #2 80 7 8 20 #12 Electrical Vault Interior Lighting " 9 10 20 #12 Electrical Vault Receptacles 12 20 #12 Airfield Lighting Control System 10 kW CCR #3 (TW South) #4 60 13 14 20 #12 L-854 Pilot Control Relay Panel ' 15 16 20 #12 REIL - Runway 21 ' 17 18 10 kW CCR #4 (TW North) #4 60 19 20 20 #8 Rotating Beacon " 21 22 " " 23 24 20 #12 Primary Windcone 4 kW CCR its (RDR Signs) #10 30 25 26 20 #12 Supplemental Windoone - RW 3 " 27 28 20 #12 Supplemental Windcone - RW 21 " 29 30 ?? ?? Spare 15 kW CCR #6 (TW Signs) #2 1 80 31 32 ?? ?? Spare " 33 34 ?? ?? Spare ' 35 36 ?? ?? Spare TVSS • #460 37 38 ?? ?? Spare ° 39 40 7? 7? Spare " 41 42 ?? ?? Spare • TVSS - Transient Voltage Surge Suppressor + As Required by Current Edition of NEC Handbook 0 q 1 Pole 20 Amp 120 Volt 1 kVA Trensfomer (Vault) 480 Volt 480 Volt 1 kVA Transferrer(Pull Can) 120 Volt Primary Wind Cone 0 q 1 Pole 20 Amp 120 Volt 1 kVA Transferrer (Vault) 480 Volt 480 Volt 1 kVA Transferrer (Pull Can) 120 Volt Supplemental Wind Cone (Runway 3) O 1 Pole 20 Amp 120 Volt 1 kVA Transferrer (Vault) 480 Volt 480 Volt 1 kVA = Transferrer(Pull Can) 120 Volt Supplemental Wind Cone (Runway 21) UPGRADE AIRFIELD ELECTRICAL VAULT DETAILS OPTION #2 RISER & SINGLE LINE DIAGRAMS CHARLOTTESVILLE-ALBEMARLE AIRPORT AIP NO. AIP 3-51-0004-038/039-2008 DRAWN BY: RW W DESIGNED BY: GSS/ 1EJ/ WME SCALE: DATE: NONE MARCH 2008 JOB NO. VA 07163 SHEET OF 29 30 °b