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Home My WebLink AboutSDP200800087 Plan - Approved 2009-06-29 (2)5 0 5 CHARLOTTESVILLEmALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA CHARLaiva,6� ESVIL�A BEMARLE IMPROVE RUN WAY 21 EXTENDED RUN WAY SAFETY AREA ERSA 9 RESUBMITTAL TO COUNTY ENGINEERING DEPT 8 RESUBMITTAL TO COUNTY ENGINEERING DEPT 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT 6 CHANGE ORDER NO. ONE (1) 5 ADDENDUM NO. FIVE (5) 4 ADDENDUM NO. FOUR (4) 3 ADDENDUM NO. THREE (3) 2 ADDENDUM NO. TWO (2) 1 ADDENDUM NO. ONE (1) NO. REVISIONS JDB I SEW 05/08/09 JDB JDN 05/01/09 JDB JDN 04/01/09 WME JDN 01/09/09 WME JDN 07/11/08 WME JDN 07/09/08 WME OWNER: CHARLOTTESVILLE-ALBEMARLE 07/02/08 AIRPORT AUTHORITY JDN BARBARA HUTCHINSON, CM, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 JDN06/20/08 CHARLOTTESVILLE, VIRGINIA 22901 BY PHONE NO: (434) 973-8342 EXT. 105 DATE ZONING: RA, LI ALBEMARLE COUNTY SERVICE AUTHORITY TAX MAP: 32 VIRGINIA DEPARTMENT OF TRANSPORTATION PARCEL NO: 10 HEALTH DEPARTMENT IMPERVIOUS COVER: EXISTING: 1.4 AC PROPOSED: 3.1 AC 9 RESUBMITTAL TO COUNTY ENGINEERING DEPT 8 RESUBMITTAL TO COUNTY ENGINEERING DEPT 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT 6 CHANGE ORDER NO. ONE (1) 5 ADDENDUM NO. FIVE (5) 4 ADDENDUM NO. FOUR (4) 3 ADDENDUM NO. THREE (3) 2 ADDENDUM NO. TWO (2) 1 ADDENDUM NO. ONE (1) NO. REVISIONS JDB I SEW 05/08/09 JDB JDN 05/01/09 JDB JDN 04/01/09 WME JDN 01/09/09 WME JDN 07/11/08 WME JDN 07/09/08 WME JDN 07/02/08 WME JDN 06/24/08 JDB JDN06/20/08 BY APP, DATE GRADING &DRAINAGE PHASE JA 2 SUMMARY OF QUANTITIES 3 GENERAL LAYOUT& PROJECT NOTES 4 GRADING & DRAINAGE ALTERNATE 1 5 EARTHWORK OVERVIEW 6 PHASING LAYOUT & NOTES 7 PHASING DETAILS & CONSTRUCTION NOTES 8 ALBEMARLE COUNTY PLAN NOTES 9 DEMOLITION PLAN 10 DEMOLITION PLAN 11 GEOMETRIC LAYOUT 12 GEOMETRIC LAYOUT 13 GRADING & DRAINAGE 14 GRADING & DRAINAGE 15 GRADING & DRAINAGE 16 GRADING & DRAINAGE 17 DRAINAGE SUMMARY & CRICKENBERGER STREAM PHOTOS 17A CRICKENBERGER STREAM RESTORATION 18 PROJECT CRITICAL AREAS 19 PROJECT CRITICAL AREAS 20 PHASE A- EROSION & SEDIMENT CONTROL LAYOUT 21 PHASE A - EROSION & SEDIMENT CONTROL LAYOUT 22 PHASE B - EROSION & SEDIMENT CONTROL LAYOUT 23 PHASE B - EROSION & SEDIMENT CONTROL LAYOUT 24 PHASE B - EROSION & SEDIMENT CONTROL LAYOUT 25 PHASE C - EROSION & SEDIMENT CONTROL LAYOUT 26 PHASE C - EROSION & SEDIMENT CONTROL LAYOUT 27 PHASE C - EROSION & SEDIMENT CONTROL LAYOUT 28 PHASE D - EROSION & SEDIMENT CONTROL LAYOUT 29 PHASE D - EROSION & SEDIMENT CONTROL LAYOUT 30 PHASE D - EROSION & SEDIMENT CONTROL LAYOUT 31 PHASE D - EROSION & SEDIMENT CONTROL LAYOUT 32 EROSION & SEDIMENT CONTROL NOTES 33 EROSION & SEDIMENT CONTROL DETAILS 34 EROSION & SEDIMENT CONTROL DETAILS 35 EROSION& SEDIMENT CONTROL DETAILS 36 SEDIMENT BASIN DETAILS 37 SEDIMENT BASIN DETAILS 38 DRAINAGE DETAILS 39 DRAINAGE DETAILS 40 DRAINAGE DETAILS 41 DRAINAGE DETAILS 42 DRAINAGE DETAILS 43 DRAINAGE DETAILS 43A DRAINAGE DETAILS ALTERNATE 2 & 3 GRADING & DRAINAGE NOT INCLUDED IN THIS SET. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 4 fax: (804) 275-8371 —www.deItaairport.com— DOAV PROJECT NO, CS0004-34 DELTA PROJECT NO. VA 07024.02 FOR THE CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY JUNE 2008 SCALE: I"= 2400' '4mDELTA AIRPORT l CONSULTANTS, INC. ��paL IH OpG kME8 D. NIXON, JI LIC. N5 019954 LIC. 0.029212 512/,95 45 FENCING DETAILS 46 MISCELLANEOUS DETAILS 46A CRICKENBERGER STREAM RESTORATION DETAILS 46B CRICKENBERGER STREAM RESTORATION DETAILS 47 DITCH LINE PROFILES 48 DITCH LINE PROFILES 48A DOWNSTREAM CHANNEL SURVEY PROFILE 49 DRAINAGE PROFILES 50 DRAINAGE PROFILES 51 DRAINAGE PROFILES 52 DRAINAGE PROFILES 53 DRAINAGE PROFILES 54 DRAINAGE PROFILES 55 DRAINAGE PROFILES 56 ACCESS ROAD CENTERLINE PROFILE 57 ACCESS ROAD CENTERLINE PROFILE 58 ACCESS ROAD CENTERLINE PROFILE 59 BL AR CROSS SECTIONS STA 9+00 -13+50 60 BL AR CROSS SECTIONS STA 14+00 -17+00 61 BL AR CROSS SECTIONS STA 17+50 - STA 20+00 62 BL AR CROSS SECTIONS STA 20+50 - STA 23+50 63 BL AR CROSS SECTIONS STA 24+00 - STA 26+93 64 BL AR CROSS SECTIONS STA 27+00 - STA 30+50 65 BL AR CROSS SECTIONS STA 31+00 - STA 33+00 66 BL AR CROSS SECTIONS STA 33+14 - STA 34+50 67 BL AR CROSS SECTIONS STA 35+00 - STA 37+00 68 BL AR CROSS SECTIONS STA 37+50 - STA 39+50 69 BL AR CROSS SECTIONS STA 40+00 - STA 43+00 70 BL AR CROSS SECTIONS STA 43+50 - STA 47+00 71 BL AR CROSS SECTIONS STA 47+50 - STA 51+00 72 BL AR CROSS SECTIONS STA 51+50 - STA 53+27 73 BL AR CROSS SECTIONS STA 53+50 - STA 55+00 74 BL R CROSS SECTIONS STA 69+00 - STA 70+50 75 BL R CROSS SECTIONS STA 71+00 - STA 72+50 76 BL R CROSS SECTIONS STA 73+00 - STA 74+50 77 BL R CROSS SECTIONS STA 75+00 - STA 75+50 78 BL R CROSS SECTIONS STA 76+00 - STA 77+00 79 BL R CROSS SECTIONS STA 77+50 - STA 78+50 80 BL R CROSS SECTIONS STA 79+00 - STA 79+50 81 SL R CROSS SECTIONS STA 80+00 - STA 80+50 82 BL R CROSS SECTIONS STA 81+00 - STA 81+50 83 BL R CROSS SECTIONS STA 82+00 - STA 82+50 84 BL R CROSS SECTIONS STA 83+00 - STA 83+50 85 BL R CROSS SECTIONS STA 84+00 - STA 84+50 IMPROVE RUNWAY 21, EXTEND ERSA COVER SHEET WES D. NIXON, JP(–;, LIC. No. 019 54 Qp�0,3�0� tiT. 4rS/ONet.6N�'� T11 SUSAN E. WINSLOW Lic. No. 026212 UPDATED RELEASED FOR CONSTRUCTION MAY 12, 2009 INCLUDES ADDENDA 1 - 5 & DOWNSTREAM IMPROVEMENTS DOAV NO. CS0004-34 DRAWN BY: DESIGNED BY: JOB NO. VA 07024.02 SHEET RWW JDN/ WME I OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: "5 AS SHOWN JUNE 2008 �/ DEPARTMENT OF COMMUNITY DEVEL PMENT PLANNER/ZONING _ B ENGINEER -OS- INSPECTIONS ARB A DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY PIA VIRGINIA DEPARTMENT OF TRANSPORTATION PIA HEALTH DEPARTMENT u 45 FENCING DETAILS 46 MISCELLANEOUS DETAILS 46A CRICKENBERGER STREAM RESTORATION DETAILS 46B CRICKENBERGER STREAM RESTORATION DETAILS 47 DITCH LINE PROFILES 48 DITCH LINE PROFILES 48A DOWNSTREAM CHANNEL SURVEY PROFILE 49 DRAINAGE PROFILES 50 DRAINAGE PROFILES 51 DRAINAGE PROFILES 52 DRAINAGE PROFILES 53 DRAINAGE PROFILES 54 DRAINAGE PROFILES 55 DRAINAGE PROFILES 56 ACCESS ROAD CENTERLINE PROFILE 57 ACCESS ROAD CENTERLINE PROFILE 58 ACCESS ROAD CENTERLINE PROFILE 59 BL AR CROSS SECTIONS STA 9+00 -13+50 60 BL AR CROSS SECTIONS STA 14+00 -17+00 61 BL AR CROSS SECTIONS STA 17+50 - STA 20+00 62 BL AR CROSS SECTIONS STA 20+50 - STA 23+50 63 BL AR CROSS SECTIONS STA 24+00 - STA 26+93 64 BL AR CROSS SECTIONS STA 27+00 - STA 30+50 65 BL AR CROSS SECTIONS STA 31+00 - STA 33+00 66 BL AR CROSS SECTIONS STA 33+14 - STA 34+50 67 BL AR CROSS SECTIONS STA 35+00 - STA 37+00 68 BL AR CROSS SECTIONS STA 37+50 - STA 39+50 69 BL AR CROSS SECTIONS STA 40+00 - STA 43+00 70 BL AR CROSS SECTIONS STA 43+50 - STA 47+00 71 BL AR CROSS SECTIONS STA 47+50 - STA 51+00 72 BL AR CROSS SECTIONS STA 51+50 - STA 53+27 73 BL AR CROSS SECTIONS STA 53+50 - STA 55+00 74 BL R CROSS SECTIONS STA 69+00 - STA 70+50 75 BL R CROSS SECTIONS STA 71+00 - STA 72+50 76 BL R CROSS SECTIONS STA 73+00 - STA 74+50 77 BL R CROSS SECTIONS STA 75+00 - STA 75+50 78 BL R CROSS SECTIONS STA 76+00 - STA 77+00 79 BL R CROSS SECTIONS STA 77+50 - STA 78+50 80 BL R CROSS SECTIONS STA 79+00 - STA 79+50 81 SL R CROSS SECTIONS STA 80+00 - STA 80+50 82 BL R CROSS SECTIONS STA 81+00 - STA 81+50 83 BL R CROSS SECTIONS STA 82+00 - STA 82+50 84 BL R CROSS SECTIONS STA 83+00 - STA 83+50 85 BL R CROSS SECTIONS STA 84+00 - STA 84+50 IMPROVE RUNWAY 21, EXTEND ERSA COVER SHEET WES D. NIXON, JP(–;, LIC. No. 019 54 Qp�0,3�0� tiT. 4rS/ONet.6N�'� T11 SUSAN E. WINSLOW Lic. No. 026212 UPDATED RELEASED FOR CONSTRUCTION MAY 12, 2009 INCLUDES ADDENDA 1 - 5 & DOWNSTREAM IMPROVEMENTS DOAV NO. CS0004-34 DRAWN BY: DESIGNED BY: JOB NO. VA 07024.02 SHEET RWW JDN/ WME I OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: "5 AS SHOWN JUNE 2008 �/ 1< ALTERNATE NO. I FULL ACCESS ROAD, BASINS A, B, AND C R 1 -,w "�AIR F CONTRACT TIME 45 CD 240 CID LIQUIDATED DAMAGES $1,000/ CD $3,000/ CID R 1 k ITEM SPEC DESCRIPTION UNIT AS -BID AS -BUILT NO. NO. AIP AIP 1 P-100 MOBILIZATION LS 1 -100 -10 2 P-140 PAVEMENT REMOVAL SY 9,000 PAVEMENT REMOVAL SY 3 P-150 MISCELLANEOUS DEMOLITION LS 1 1 4 P-151 TYPE A (REGULAR) CLEARING AND GRUBBING AC 32 WME . 5 P-151 TYPE B (LIGHT) CLEARING AND GRUBBING AC 7 6 6 P-151 TYPE C (FENCE LINE) CLEARING AND GRUBBING AC 5 P-152 7 P-152 UNCLASSIFIED EXCAVATION CY 465,000 MUC XCAVATION TYPE "A" (SOIL) CY 8 P-152 MUCK EXCAVATION TYPE "A" (SOIL) CY 14,000 9,500 9 '500 9 P-152 MUCK EXCAVATION TYPE "B" (ROCK) CY 13,500 10 P-152 AGGREGATE BASE COURSE (#57) TN 11,500 12 11 P-152 GEOSYNTHETIC SEPARATION FABRIC SY 40,600 P-156 12 P-156 EROSION AND SEDIMENT CONTROL - PHASE A LS 1 GRASS PAVER SY 13 P-156 EROSION AND SEDIMENT CONTROL - PHASE B LS 1 8,000 14 M-156 GRASS PAVER SY 325 15 F-162 8' GALVANIZED CHAIN-LINK FENCE LF 8,000 18 16 F-162 24'x &GALVANIZED MANUAL SLIDE VEHICLE GATES EA 4 D-701 17 D-701 15" RCP, CLASS Ill LF 188 36" RCP, CLASS V LF 18 D-701 18" RCP, CLASS Ill LF 300 800 19 D-701 24" RCP, CLASS Ill LF 252 20 D-701 30" RCP, CLASS Ill LF 42 24 21 D-701 30" RCP, CLASS IV LF 100 D-701 22 D-701 30" RCP, CLASS V LF 148 6'x 4' REINFORCED CONCRETE BOX CULVE LF 23 D-701 36" RCP, CLASS Ill LF 52 1,250 24 D-701 36" RCP, CLASS V LF 96 25 D-701 36" HDPE CPP, CLASS I MODIFIED LF 800 30 26 D-701 48" RCP, CLASS Ill LF 28 D-705 27 D-701 48" RCP, CLASS IV LF 148 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE (60" IRIS EA 28 D-701 15" FLARED END SECTION, ST'D ES -1 EA 5 1 29 D-701 18" FLARED END SECTION, ST'D ES -1 EA 1 30 D-701 REINFORCED CONCRETE ANTI -SEEP COLLAR, 6.0'x 6.0' EA 3 36 31 D-701 REINFORCED CONCRETE ANTI -SEEP COLLAR, 6.6'x 6.6' EA 6 D-751 32 D-701 REINFORCED CONCRETE ANTI -SEEP COLLAR, 7.5'x 7.5' EA 3 TEMPORARY SEDIMENT BASIN RISER RISER) EA 33 D-701 6'x 4' REINFORCED CONCRETE BOX CULVERT LF 8 5 34 D-705 6" UNDERDRAIN LF 1,500 35 D-705 8" UNDERDRAIN LF 750 42 36 D-705 6" ENDWALL, STD. EW -12 EA 3 R414 37 D-705 8" ENDWALL, MOD. EW -12 EA 3 SOIL STABILIZATION MAT, TANDARD EC -3 SY 38 D-705 FRENCH DRAIN LF 1,500 15,000 39 D-751 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE (60" RISER) EA 1 40 D-751 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE (72" RISER) EA 1 41 D-751 SWM BASIN OUTLET STRUCTURE (48" RISER) EA 1 42 D-751 SWM BASIN OUTLET STRUCTURE (60" RISER) EA 1 43 D-751 SWM BASIN OUTLET STRUCTURE (72" RISER) EA 1 44 D-751 DROP INLET, ST'D DI -3C W10 THROAT PLATE, 8' THROAT (60" RISER) EA 1 45 D-751 DROP INLET, ST'D DI -4C W10 THROAT PLATE, 8' THROAT (60" RISER) EA 1 46 D-751 DROP INLET, ST'D DI -4C W/O THROAT PLATE, 20' THROAT (72" RISER) EA 1 47 D-751 DROP INLET, ST'D DI -5 W/TYPE I GRATE (48" RISER) EA 5 48 D-751 DROP INLET, ST'D DI -7A W/TYPE I GRATE (60" RISER) EA 2 49 D-751 DROP INLET, ST'D DI -7B W/TYPE I GRATE (60" RISER) EA 1 50 D-751 30" ENDWALL, MOD. EW -2 EA 1 51 D-751 36" ENDWALL, MOD. EW -2 EA 1 62 D-751 48" ENDWALL, MOD. EW -2 EA 1 53 D-751 36" ENDWALL, MOD. EW-2PC EA 1 54 D-751 60" RISER FOR STRUCTURE D125 VF 40 55 D-751 TEMPORARY SEDIMENT BASIN RISER (60" RISER) EA 2 56 D-754 GABION STAIR STEP EA 5 57 T-901 SEEDING AC 68 58 T-908 MULCHING AC 68 59 R-309 PERIMETER ACCESS ROAD SY 9,000 60 R-414 RIPRAP, CLASS I SY 1,250 61 R-606 SOIL STABILIZATION MAT, STANDARD EC -3 SY 10,000 62 R-608 STABILIZATION FABRIC SY 15,000 63 SP -22 TEMPORARY SAFETY FENCE LF 3,400 64 SP -23 FAA ALUMINUM VEHICLE CANOPY RELOCATION LS 1 65 CO#1 CHANGE ORDER NO. ONE - QUANTITIES PENDING LS 1 NUTS: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. RNATE NO. 2 FULL ACCESS ROAD AND B k sr E ITE SPEC NLTH OF 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 DELTA IRPORT U JAMES D.. I LIC. NO. 019 0, 154 phone: (804) 275-8301 # fax: (804) 275-8371 a, & I 1p 01 *�Aole www.deItaairport.com CONSULTANTS, INC. 0 1�1 �lf '101VAL IMPROVE RUNWAY 21, EXTEND ERSA AS -BID AS -B T DESCRIPTION UNIT AIP No��k NO. SUMMARY OF QUANTITIES DRAWN BY: RWW 1 -100 -10 MOBILIZATION LS 1 2 P- 0 0 PAVEMENT REMOVAL SY 9,000 3 P-1 P-1 MISCELLANEOUS DEMOLITION LS 1 WME 4 P - 1\501 P-1 51 TYPE A (REGULAR) CLEARING AND GRUBBING AC 3 3 WME . 5 P-151 �KYPE B (LIGHT) CLEARING AND GRUBBING AC SCALE: NONE DATE: I JUNE 2008 6 P-151 E C (FENCE LINE) CLEARING AND GRUBBING AC 5 5 DATE I 7 P-152 UN SSIFIED EXCAVATION CY '000 '000 /8 8 P-152 MUC XCAVATION TYPE "A" (SOIL) CY 10 '000 10,000 9 P-152 MUCK CAVATION TYPE "B" (ROCK) CY 9,500 9 '500 10 P-152 AGGREG E BASE COURSE (#57) TN '000 8,000 11 P-152 GEOSYNTH IC SEPARATION FABRIC SY 29,400 12 P-156 EROSION AND EDIMENT CONTROL - PHASE A L 1 13 P-156 EROSION AND S IMENT CONTROL - PHASE B 1 14 M-156 GRASS PAVER SY 200 16 F-162 &GALVANIZED CHAI -LINK FENCE LF 8,000 16 F-162 24'x 8' GALVANIZED M UAL SLIDE VEHICLE GATES EA 4 17 D-701 15" RCP, CLASS Ill LF 156 18 D-701 18" RCP, CLASS Ill LF 80 19 D-701 36" RCP, CLASS Ill LF 16 20 D-701 36" RCP, CLASS V LF 96 21 D-701 36" HDPE CPP, CLASS I MODIFIE LF 800 22 D-701 15" FLARED END SECTION, ST'D ES- EA 4 23 D-701 18" FLARED END SECTION, ST'D ES -1 EA 1 24 D-701 REINFORCED CONCRETE ANTI -SEEP C LAR, 6.0'x 6.0' EA 3 25 D-701 REINFORCED CONCRETE ANTI -SEEP COL R, 6.6'x 6.6' EA 3 26 D-701 6'x 4' REINFORCED CONCRETE BOX CULVE LF 8 27 D-705 6" UNDERDRAIN LF 1,250 28 D-705 8" UNDERDRAIN LF 500 29 D-705 6" ENDWALL, STD. EW -12 EA 2 30 D-705 8" ENDWALL, MOD. EW -12 EA 2 31 D-705 FRENCH DRAIN LF 1,250 32 D-751 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE (60" IRIS EA 1 33 D-751 SWM BASIN OUTLET STRUCTURE (48" RISER) EA 1 34 D-751 DROP INLET, STD DI -4C W/O THROAT PLATE, 8' ROAT (60" SER) EA 1 35 D-751 DROP INLET, ST'D DI -7A W/TYPE I GRATE (60" ;SER) EA 2 36 D-751 36" ENDWALL, MOD. EW -2 EA 1 37 D-751 60" RISER FOR STRUCTURE D125 VF 36 38 D-751 TEMPORARY SEDIMENT BASIN RISER RISER) EA 2 39 D-754 GABION STAIR STEP EA 5 40 T-901 SEEDING AC 66 41 T-908 MULCHING AC 66 42 R-309 PERIMETER ACCESS ROAD SY 9,000 43 R414 RIPRAP, CLASS I SY 1,000 44 R-606 SOIL STABILIZATION MAT, TANDARD EC -3 SY 8,500 45 R-608 STABILIZATION FABRIC SY 15,000 46 SP -22 TEMPORARY SAFETY ENCE LF 3,400 47 SP -23 FAA ALUMINUM VE LE CANOPY RELOCATION LS 1 Nu I r--. 1 mr- uvvNr-M mr-Or-MVCO I Mt KlkjN I IU Kt:JtL; I ALL t31U5. MUTE: THE OWNER RESERVES THE RIGHT TO REJECT ALL BIDS. NOTE: 1. SEE PHASING LAYOUT AND PHASING NOTES & DETAILS FOR A DESCRIPTION OF WORK AREAS AND MILESTONE TIMES. NLTH OF 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 DELTA IRPORT U JAMES D.. I LIC. NO. 019 0, 154 phone: (804) 275-8301 # fax: (804) 275-8371 a, & I 1p 01 *�Aole www.deItaairport.com CONSULTANTS, INC. 0 1�1 �lf '101VAL IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO. CS0004-34 JOB NO. VA 07024.02 I SUMMARY OF QUANTITIES DRAWN BY: RWW SHEET 2 OF 8 w5 DESIGNED BY: JDN/ WME I 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 4 ADDENDUM NO. FOUR (4) WME . JDN 07/09/08 I CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: NONE DATE: I JUNE 2008 NO. I REVISIONS BY I APP. DATE I 9 ti 4 PRT 77 APPROACH SURFACE 1,000' x 16,000' x 50,000' FIRST 10,000' - 50:1 LAST 40,000'- 40:1 SfiNG � CONTRACTOR MAY USE THIS ENTRANCE FOR DELIVERIES ) - sA--- MALSR 1 1 1 11 re ♦% - [ ,XISTING....._ ASIN #6 RUNWAY PROTECTION ZONE �! _ ..� I 1,000111,750' x 2,600' / GENERAL NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PIANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH T X 3' ORANGE AND WHITE CHECKER FLAGS (DAY ONLY) OR YELLOW BASHING DOME TYPE LIGHT (DAY OR NIGHT). 2. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E.. AIRPORT LIGHTING. NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTIUTY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 3, ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL SE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES AND POSTING ALL BONDS. 5. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. 6. GROUND SURVEY INFORMATION WAS PROVIDED BY: NXL ATTN: JOHN CLAYTOR, L.S. 114 EAST CARY STREET RICHMOND, VIRGINIA 23219 804444.4800 DATE: MAY 2008 7. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: POTOMAC AERIAL SURVEYS ATTN: SCOTT RICE FREDERICK COUNTY AIRPORT 1319 SUCHEIMER ROAD FREDERICK, MARYLAND 21701 301-888-9944 DATE: MAY 2008 8, PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA. THE CONTRACTOR SHALL OBTAIN CLEARANCE FROM THE AIR TRAFFIC CONTROL TOWER (121.90). TWO-WAY RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SMALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE CONTROL TOWER. THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS. THE CONTRACTOR SHALL HAVE A TWO-WAY RADIO AT THE JOSSITE AT ALL TIMES WORK IS IN PROGRESS. AT TIMES WHEN THE CONTROL TOWER IS CLOSED (11:00 P.M. TO 8:00 A.M.), THE CONTRACTOR SMALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (124.5). THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY RADIOS ONSITE AT ALL TIMES AND SMALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. ALL CONTRACTOR PERSONNEL SMALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC, IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 9. RUNWAY AND/OR TAXIWAY LIGHTS SHALL BE DE -ENERGIZED OR PROPERLY COVERED ON CLOSED RUNWAY(S) AND ALL CLOSED SECTIONS OF TAXIWAYS (NO SEPARATE PAY ITEM). 10, UPON NOTIFICATION FROM THE CONTROL TOWER, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY ANDIOR TAXIWAY OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY. 11. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE CLOSED MARKERS AND AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKERS AND BARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. EXISTING STOCKPILE AREAS I I i \ ELECTRICAL VAULT AND I LOD 1 MAINTENANCE BUILDING BY OTHERS _ .. ENHANCE RUNWAY 21, "$ CONSTRUCT STORMWATER I _._-. EXTEND RUNWAY (T -� MANAGEMENT EXISTING BASINS SAFETY AREA(ERSA) I F / CEMETERY - . .. % , # / AEACON \` CEMETERY F ) � ROTATING -� r -- O 4 ( Y J I I \- LO II _ s 11 LCD: °S/ �'-•�'—• '^'""�"^"' '� __ __ ' `�-' PRT 77 APPROACH SURFACE ._. ROPA- _-_ ._ _--ROFA----- .._.. ...... _ .__ _. ___ _- -- —_ _ _ _ _ —_ __. ___ _ _ "r' �V, I 1,000'X4,000'X 10,000' EXISTING LOCALI "- I 34:1 SLOPE RSA PHASE A 1,000' FAR PART 77 (�LQD� H_ AUL ROUTE PRIMARY SURFACE — — - r R—UNW_— AY PROTECTION ZONE 1,000'x 1,425'x 1,700' RUNWAY 3-21EX TI WINDCON BANEMOMETER TSA _ _RS Sn r TOFA RaFA- _ ------------------ I PROPOSED ACCESS ROAD ---rsn----- TSA- - - - -rv, - rsm--- -----rsA---- ---------rsA---- AMVEST- FT —TTYANBMARK - -`-- ARFF TERMINAL - - - re i'i yr, r y y FACILITY BUILDING AVIATION WORRE RASE A (- � -� E - � ' �• - � - — TVI / ;T ^-3 "b` NNNNHWMI -'� MNNHwHHHNPoO - --- -.._ ENTRANCE -) ISTING 'IIInIj'' - I BASIN #11 " If PHASE B ^I 4 1 r� IN �' - { _ _ — _ _ � HAUL ROUTE -_. SNOW REMOVAL /// I] II'.:.; 1 • U E STIb(G EXI G (° . nwll NIHHNI CHINO EQUIPMENT STORAGE AND - - ��•1•y`�,�ru 1NNNN0 . • RT. 606 J `I v BASIN #2 B IN "„" TIyGU wIwMNHINiI ONMNwWAMMNMHI o a MAINTENANCE BUILDING LJ -IJ IPY#4 0j11WtlJmw,S,wu:,wre,ugwwuy�uuwuuwuw,v,myp,0 U /� __ /"�,._ —� _ y T. 60 �-- -` � ' _ _ - EXISTING FAA I E- G"..\... \ .... RELOCATE \ U °I' jv�\.-- ( XISTING . --_ - -�1 iSTORAGE BUILDINGS /�LSTIyc s�slwas �._IN RELOCATED FAA STORAGE ♦ .+-� 1 BUILDINGS (VERIFY LOCATION 4 T ---f T/ WITH ENGINEER) TRAFFIC CIRCLE „j` AND ACCESS R OND l� 12. THE EMBANKMENT AREA FOR ALL CLEAN SELECT MATERIAL IS SHOWN ON THE PLANS. ALL BROKEN CONCRETE, ASPHALT, ETC. 14 CHM TERV♦ ♦ / 0 SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES OR MAY BE BROKEN UP IN PIECES LESS THAN TWELVE (12) INCHES IN DIAMETER AND PLACED IN AREAS OF THE DEEP EMBANKMENT AS APPROVED BY THE ENGINEER. ♦ ♦ 24. WETLANDS INVESTIGATION AND SURVEY WAS COMPLETED BY MILL CREEK ENVIRONMENTAL CONSULTANTS, INC. ON AUGUST 18, 2008, CORRESPONDING AGENCY JURISDICTIONAL DETERMINATION WAS ISSUED BY USACE ON AUGUST 23, 2006. HOWEVER, 13. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE USACE DECIDED NOT TO MAINTAIN JURISDICTION. WETLANDS IMPACTED BY THIS PROJECT INCLUDE 0.08 ACRES, WHICH HAVE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, BEEN APPROVED AND/ORMITIGATED THROUGH PERMIT# WP4-08-0094, ISSUED BY THE VIRGINIA DEPARTMENT OF EACH CONTRACTOR SHALL CONDUCT HIS WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE ENVIRONMENTAL QUALITY. 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 25. THE CONTRACTOR SHALL MAINTAIN THE OWNER'S ACCESS AROUND THE PERIMETER OF THE AIRFIELO AT ALL TIMES. 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 26. THE CONTRACTOR SHALL UTILIZE THE PHASE A ENTRANCE AND HAUL ROUTE UNTIL THE RELOCATED SERVICE ROAD HAS BEEN ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS GRADED. ONCE THE RELOCATED SERVICE ROAD HAS BEEN ESTABLISHED, THE CONTRACTOR SHALL USE ONLY THE PHASE B PROJECT. ENTRANCE AND HAUL ROUTE. 14. ALL PERSONNEL WORKING INSIDE THE SECURITY FENCE SHALL HAVE A VALID SECURITY IDENTIFICATION DISPLAY AREA (SIDA) 27. A SIGNIFICANT AMOUNT OF ROCK EXCAVATION IS ANTICIPATED ON THE PROJECT, IT SHALL BE NECESSARY TO INCORPORATE SECURITY BADGE OR BE UNDER THE DIRECT SUPERVISION OF A PERSON WITH A SIDA BADGE. BACKGROUND EMPLOYMENT THIS SHOT ROCK MATERIAL INTO THE VERY BOTTOM OF THE FILL AREAS, 'SANDWICHING" OF ROCK LAYERS BETWEEN SOIL HISTORY INFORMATION IS REQUIRED FOR EACH WORKER, THE CONTRACTOR SHALL SUBMIT A SECURITY PIAN OUTLINING THE LAYERS SHALL NOT BE PERMITTED, THEREFORE. STOCKPILING OF EXCAVATED SOIL MATERIAL SHOULD BE ANTICIPATED UNTIL INSTALLATION AND PHASING OF SECURITY FENCE, METHODS OF MONITORING GATE OPENINGS, ETC. REFERENCE IS DIRECTED ALL EXCAVATED ROCK HAS BEEN PLACED IN THE EMBANKMENT. ROCK MATERIAL SHOULD BE PLACED IN THE OUTER LIMITS OF TO THE SPECIAL PROVISIONS AND SECURITY NOTES FOR ADDITIONAL SECURITY REQUIREMENTS. THE EMBANKMENT AS ORDERED BY THE ENGINEER. SHOT ROCK MATERIALS SHALL HAVE A MAXIMUM DIMENSION OF EIGHTEEN (18) INCHES. TRACKING AND ROLLING OF SHOT ROCK FILL SHALL BE AS ORDERED BY THE ENGINEER AND SHALL INVOLVE A 15. THE CONTRACTOR IS ADVISED THAT AIRCRAFT MAINTENANCE OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. MINIMUM OF EIGHT (8) PASSES OF A TWENTY (20) TON (MIN) VIBRATORY ROLLER, REFERENCE IB DIRECTED TO SECTION P-152 OF SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER AND THE SPECIFICATIONS. CALCIUM CHLORIDE SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 28. THE CONTRACTOR'S PLAN FOR THE PLACEMENT OF "ROCK EMBANKMENT" SHALL BE APPROVED BY THE ENGINEER. ROCK SHALL BE PLACED IN SUCH A MANNER SO AS TO PRECLUDE THE TRAPPING OF MOISTURE BY ADJACENT "SOIL EMBANKMENT". 16. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 17. IT IS ANTICIPATED THAT BLASTING MAY BE REQUIRED FOR ROCK EXCAVATION ASSOCIATED WITH THE PROJECT GRADING. A DRAINAGE NOTES: DETAILED BLASTING PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO START OF BLASTING. 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION, THAT IS OF A 18. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS TO THE HAUL ROAD AND CAPACITY EQUAL TO OR IN EXCESS OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, CONTRACTOR'S STAGING AREA AS ORDERED BY THE ENGINEER. ALL WORK SHALL BE CONSIDERED INCIDENTAL TO THE STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. PROJECT. 2. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. 19, NO DEBRIS OF ANY NATURE SHALL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, THE CONTRACTOR SMALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MAGE FOR PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE THE ABOVE REFERENCED ITEMS. MOVED DURING CONSTRUCTION. THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY, IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE 3. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS CONSTRUCTION AREA. OTHERWISE NOTED. CURB DROP INLETS SMALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRACE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED, THE CONTRACTOR SMALL FIELD 20. TOPSOIL STOCKPILES SMALL BE AT THE LOCATIONS REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES. STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE 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 GRADED, SEEDED, AND 4, LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENOWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE 21. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM, REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER DOWNSTREAM STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE IN ACCORDANCE WITH SECTION 90.01. EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL - S. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SMALL BE BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS COMPLETED AND SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR DRAINAGE PIPE UNSUITABLE EXCAVATION. INSTALLATION. 22. BURNING OF CLEARED AND GRUBBED MATERIAL MAY BE COMPLETED ONSITE IN THE NORTH AND/ OR SOUTH BORROW AREA 8. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. PROVIDED THE FOLLOWING CONDITIONS ARE MET: SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. A. CONTRACTOR OBTAINS AND MEETS ALL REQUIRED PERMIT CONDITIONS. S. NO BURNING WITHIN 1,000 FEET OF THE FUEL FARM. C. CONTROL SMOKE TO MINIMIZE INTERFERENCE WITH AIRCRAFT OPERATIONS. D. NO BURNING WITHIN 600 FEET OF THE RUNWAY CENTERLINE. E. ASH RESIDUE MATERIALS MAY BE DISPOSED OF ONSITE IN THE NORTH BORROW AREA. THE ASH SHALL BE BURIED IN A CONFINED PIT, AS ORDERED BY THE ENGINEER. ANY RESIDUE OF CLEARING MATERIAL LARGER THAN ASH SHALL BE DISPOSED OF OFF AIRPORT PROPERTY. 23. THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE (FAA, DOAV, ETC) UNDER FONSI DATED JANUARY 15, 2008, 9711 Farrar Court, Suite 100 ,t Richmond, Virginia 23236 phone: (804) 275-8301 4 {ox: (804) 275-8371 2 0 6 CHANGE ORDER NO. ONE (1) WIVE JON 01/09/09 www . d e l t Q Q i r p o r t. c o m— LL L_. i NO. REVISIONS BY APP. DATE Ix DELTA AIRPORT coNsuLraNrs, ►Nc. JAMES D. UC. NC Op RELOCATE ACCESS ROAD AND PERIMETER FENCE LEGEND BM # DESCRIPTION ELEVATION NORTHING EASTING 82 BM3-EXIST 625.04 3936381.983 11496075.438 83 BM1-EXIST 618.27 3938883.688 11497091.508 86 NGS CHO 623.85 3933952.880 11494818.562 4001 NGS CHO E 611.91 3940408.730 11497730.040 DELTA AIRPORT coNsuLraNrs, ►Nc. JAMES D. UC. NC Op RELOCATE ACCESS ROAD AND PERIMETER FENCE 400 0 400 800 SCALE: 1"=400' FEET IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO. JOB NO. C50004-34 VA 07024.02 GENERAL LAYOUT & DRAWN BY: RWW SHEET PROJECT NOTES DESIGNED BY: 3 JDN/ WME OF A CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1" = 400' 85 JUNE 2008 VVV V LEGEND AIRPORT PROPERTY LINE (APPROX.) - - - ,.- X - EXISTING SECURITY FENCE - ---;;s•::- RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA --------- FUTURE DEVELOPMENT --* ----- 4► CONTRACTOR'S HAUL ROUTE ABM, BENCHMARK CSA CONTRACTOR STAGING AREA CEP CONTRACTOR EMPLOYEE PARKING F 1 PROPOSED CONSTRUCTION AREA PROPOSED CONSTRUCTION ENTRANCE EXISTING SLOPE OCALI ER CRITICAL CALAREA EXISTING WETLANDS 400 0 400 800 SCALE: 1"=400' FEET IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO. JOB NO. C50004-34 VA 07024.02 GENERAL LAYOUT & DRAWN BY: RWW SHEET PROJECT NOTES DESIGNED BY: 3 JDN/ WME OF A CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1" = 400' 85 JUNE 2008 VVV V I I POTNTMIO a INSET "A" t, l- �I1111.1'-(/ Off —LOO L.... ✓ j / / / /j i 1 I (IIIA \. r /' ✓� �� III \ •\� \\- "_ / /�� /��/ ��/ ,:�_/ 1 �LOO- I I -- -- % / I ... �rry' %- L//l .p( _. I. It _ j/% // / -" III I ` • \ \\ VIII, Ii /' I � 8 ---- - -- -tea°�---------a---------- ----- - -- ---( ,.d--- - - -95A . .._.-.._.-rtsA-- __-__ _. ----Asn.... �. `_ - �-_•,.,-- --- I ,� � ` .;� ,,.....-_,.........v__--.... _..-.-.-_-:-_,_,.. ..., _..-......, _,..__. . w _. ...,.- _ . _ .._.. ,. _.. _. ,., .....-,...... .,,. .._—t6B--��•-e 9B— -�.fH� — CLOD—-�—,7—� —LOD \ ♦ \ � ! / � �..+� - � / ` � � / / r � / 10 - - I J �_-- - APPP�ROXIMATE MAXIMUM I 7 \•. \ ; GRADES FOR EMBAtrfKMENT I \ 1 ->Z J •-•�.� - / - \ i �/ / /' _ I b I I \ _ I FX ING FORA 7ERNATE 1LOC RUNWAY 3-21 (6,001'x150') RUNBWAYY 3-21 ' - - - - -_ - _ - _ \ ANTENNA 1 ) \ \,`.\ \ +OU \ I I - /_ /88t00� J �q�(1—I70➢---- f �I4;�➢---_ IS�➢➢ I -- _-- dSWD a �� y .ems fi -{- F_ J ---- --t--- — rt -� r—� (s,00, x 150) _ _ — — ! Il / J LOC R ! / CRITIC A .EXISTING VAST / 1 s \ I l L 21" DIA. LOCALIZER CRITICAL AREA \ � — — � � _~ I / \ \ / / ; I � � I ,SLOPE ORAIIjM ---- --J RSA-- t .__ RSA l I / USA,! RSA Rsn -- __ \\Asn _ I _ r- l TOfA _ — — -'- — In PI DI --.__TOfA._.- \ " o,n. �a''s.r�"'rd/�;� / �! � BUILDI __ - Top 60964 10-- In �_ .�.,..� +... .:..,,F n . 1, yam, err � p � a � � / // /i / l J `l / >�."�>._- • / I I I / I � \ FL-604.59'InPI 1, -x!M1'I'irt + R<P b—`.. 7'�� iG RU/ / / / .._ _ ..- ....— _ / \_ / __ irSu:.;y .v .., Kr --moi"_. i _<' �" �_ _ / ' -✓If - _..�.-_.�__-----�--i,w:1_-ct;.--- ,tk 387, 36'__ - `-- - ;i top ui .. iE9FA- _.._..w_,_TAXIWA ..• __. ,..._:.. _.._.. _ ru 1, ,. _......_ dra,«,'�..e:d'-._.,.,.,...Jsu.a a9 _ _ __ _ _-.ROfA 1..�._ _..� ...RU!!' \ ,a _.urs,^ yrs I/ .r.'.."�-1_ 1 �jv' r.5A... .iii ❑ �- ___ - 1 �� . � ` /�. L ,T / � - -._. .... _I _ �/ iY ,` �7//I % I r./ ; I /I I - \ O J ` \tel\ \ ` \ IQUIP ENT T6RFE r - o l NOW E AL - - ( cg` MOV __ ♦,i .j ". - �,� i .-r - = - -- :\\ \ IAND INiENANOE_._ ,BUIL G I / - L _\ - - / � r ( / '�.r-. "�.-. 1 ♦ \.- .,/ LOCATE FAA RELOCATE EX)S71(��AA � \ / � TORAGE IED�,S- 1 STORAGE BUILDI C, I 0 1 ERiFY-L CATIp)N \'�,; 'r:.. ( / f l� 1 \`-/ ` \ I I i 1 / / I _w 9- 1,_. ITH ENG NEER) �. e.' a. •� / =- -- — -- — - LEGEND — f \ d \ UJ NOTE: \\ AIRPORT PROPERTY LINE \ \ \ \ \ O / \ \ , J /,) �` • _ -/1 - .✓ r /. 1. THE GRADING AND DRAINAGE ALTERNATE \ \ r ! ', ---- a SLOPE DRAIN ti SHEETS HAVE BEEN PROVIDED TO CLARIFY E THE WORK INCLUDED IN EACH OF THREE BID t I `>. I 1 ALTERNATES AND ARE FOR INFORMATIONAL DIVERSION DIKE \ - \, \ _ ! - J / '� `' _-.- _., ` `� \ I ��0\ - + 0 100 200 I o \ PURPOSES ONLY. PLEASE REFER TO THE CULVERT INLET PROTECTION \ ♦ �'�� // --•-- -'-"��-- %� ' E GRADING AND DRAINAGE AND EROSION AND _ SCALE: 1"=100' FEET y' ---'""•., '-.. SEDIMENT CONTROL SHEETS FOR REQUIRED ' -, .--..__._.._.._. _.....-_.. _..-. __.-_._.... /'-- UTf�0B _ _� l ( ! ® INLET PROTECTION --< �+ o MEASURES. g� NLTJ3 p IMPROVE RUNWAY 21, EXTEND ERSA DOAVNO. JOB NO. E ^ F C50004-34 VA 07024.02 9711 Farrar Court, Suite 1000 DRAWN BY: SHEET = Richmond, Virginia 23236 _ DELTA AIRPORT AMESD.MXON, GRADING & DRAINAGE Rte" 4 uc, No. 019850 DESIGNED BY: OF o 09 ALTERNATE 1 JDN/WME �< phone: (804) 275-8301 r fax: (804) 275-8371 CONSUL ��,'�� 0p �� 7� ya .� 2 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JOB JON 04/01/09 a LL6 CHANGE ORDER NO. ONE (i) LME JDN 01!09/09 www • d e l i o a i r p o r t. c o m s iPFS �V� �� SCALE: DATE: R NO. REVISIONS BY APP. DATE 610 AL a CHARLOTTESVILLE-ALBEMARLE AIRPORT 1" =100' JUNE 2008 "5 i i rrr.-!,�.'a rrlr a" -i_ \ri'L'�n:l�i�� it •"F` �� r� C1��ar^. t.liC1 ��=t��r�_I �f�J �• • f•� 1._ —!� tq�_) •r ..n•^r °".i--�'E�,��r ��SG��' . r lS�� y L_'.U.,in.5•l.SIN.�Y�N�tY/Niltii�}�i}i1�N�X7\r/ •i �_ifi�► fll��l\!•"• 7... � :r iM��• �•i•��Sm�,! d':"*[pie..-7l •; �.•u®. •� ! ®- 1Aw'- � ��ri��\/� �IN�� i�,�i••i�i••'��••S�iiD'��,•fl,��•' !mil ��•�. li•1•1�. •��•`l��r �� 0� - .�� W i-/�I. ��j •a••��I�i�1'��1'i�I�i_!1 111��11��/j �!��PII_. ��I�C�I,� �- • / -•o�•� ��•i �-.r ••.••••r •••r edrir ��! A�•• •••r• �� 1 1i'• �-(•��•�i. 1� /♦ � / ' �• / �♦ :\ ♦ �1� 1 •tee •- i•/• i1• rr' • . • r 'It./11 /1:+ /11 /If /11 /11 ��1�•�! /I• III�:iG: /11 /I• Yi1 //• /GV i�1 ri•� •�s�1ie ��ii �1ii (��ii •i�•��ii �� i�,ii I��i , i i i• �ia��l�•�lii ;i:i�>• i ��1'i, AVAILABLE 1 EMBANKMENT .Ma.��:.'�•.�w,r.,w�ti�S.a.yr+:.'Firl. w.r�..4s�h•a4a: �•r r�a.K��ti•iM.uFirn�r �:,.. EMB AREA f @ ++ ++ ++ ++++ # + t + + + t k + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + +++++++++++++ ++++++++++ ++ # ++++++++++++t + + + + + + + + + # + + + + + + + + + + + + + + + + + + 7 + + + + + + + + + + + + + + + + + + Mgr + + + +p + + + + + + + + + + + ++ + + ++ ++ +t (�/ • �l�..Ir Jam+ 1 ,1• P�i r• IIS?�tt��a('.� • 1 I 1 • W a 1 t • �� A :J VI �o LEGEND LL AIRPORT PROPERTY LINE . . . . . . . ACCESS ROAD TOE -OF -SLOPE EARTHWORK OVERVIEW FILL AREA WITH SOIL O O FILL AREA WITH ROCK CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: I' = I00' @� aLL 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB JDN 04/01/09 o 6 CHANGE ORDER NO. ONE (1) WME JDN 1/9/09 3 ADDENDUM NO. THREE (3) WME JDN 07/02/08 a NO. REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 —www.deltaairport.com— GENERAL EARTHWORK NOTES 1. THIS IS AN EXCAVATION PROJECT. 2. THE GOAL OF THE PROJECT'S EARTHWORK IS TO ACCOMPLISH THE FOLLOWING: a. CONSTRUCT THE RELOCATED ACCESS ROAD b. INSTALL PERIMETER CONTROLS FOR THE ULTIMATE RUNWAY EXTENSION c. CONSTRUCT PERMANENT STORMWATER MANAGEMENT BASINS d. PLACE EXCESS EXCAVATED MATERIAL IN THE AVAILABLE EMBANKMENT AREA 3. THE EMBANKMENT GRADES PROVIDED MAY SHOW AN EXCESS OF EMBANKMENT. a. THE CONTRACTOR MAY NOT BE REQUIRED TO MEET THE EMBANKMENT GRADES AS SHOWN b. EMBANKMENT GRADES HAVE BEEN PROVIDED FOR BIDDING PURPOSES ONLY 4. GRADES SHOWN IN THE AVAILABLE EMBANKMENT AREA ARE FOR REFERENCE ONLY. ACTUAL GRADES MAY VARY BASED UPON QUANTITY AND QUALITY OF MATERIAL EXCAVATED. EFFORTS WILL BE MADE TO MINIMIZE THE AMOUNT OF EMBANKMENT PLACED WITHIN THE RSA EMBANKMENT AREA. THE FINAL SURFACE SHALL BE GRADED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. NO POCKETS OF STANDING WATER SHALL BE PERMITTED. 5. THE SUCCESSFUL CONTRACTOR MAY SUBMIT ALTERNATE EMBANKMENT GRADING PLANS IN ACCORDANCE WITH THE PHASE I ULTIMATE GRADING PLAN FOR CONSIDERATION BY THE ENGINEER. l f 1 100 0 100 200 - 00' �,.. �....... -.... .._.... _. ", 1FEET SCALE: 1°— /]' ROUTE 606 ..........__.._. 1 ) DELTA AIRPORT [ONSULTIINTS, IN[. pLTH OFG U' JAMES D. NI%ON, LIG. NO. 019854 A a¢/oi�o9 LEGEND LL AIRPORT PROPERTY LINE . . . . . . . ACCESS ROAD TOE -OF -SLOPE EARTHWORK OVERVIEW FILL AREA WITH SOIL O O FILL AREA WITH ROCK CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: I' = I00' +++++++++I CUT AREA l f 1 100 0 100 200 - 00' �,.. �....... -.... .._.... _. ", 1FEET SCALE: 1°— /]' ROUTE 606 ..........__.._. 1 ) DELTA AIRPORT [ONSULTIINTS, IN[. pLTH OFG U' JAMES D. NI%ON, LIG. NO. 019854 A a¢/oi�o9 LL IMPROVE RUNWAY 21, EXTEND ERSA AIP NO. CS0004.34 JOB NO. VA 07024.02 EARTHWORK OVERVIEW DRAWN BY: PJW SHEET 5 OF 85 DESIGNED BY: JDN/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: I' = I00' DATE: I JUNE 2008 VSTAL)ZSAFETY FENCE ALONG EDGE OF TEMPORARY CONSTRUCTION ''jj SAFETY AREA PRIOR TO START —WORK IN WORK AREA NO. TWO (2) _.. __-__RSA- INSTALL SAFETY FENCE AT STA 76+30 PRIOR TO START WORK SAFETY FENCE AT LIMITS IN WORK AREA NO. THREE (3) FURBANCE.CONTRACTOR SHALL REMAIN CLEAR OF WETLANDS AT ALL TIMES. ROTATING' BEACON VSTAL)ZSAFETY FENCE ALONG EDGE OF TEMPORARY CONSTRUCTION ''jj SAFETY AREA PRIOR TO START —WORK IN WORK AREA NO. TWO (2) _.. __-__RSA- 4w 41 tiOl�i !OInOIOIe.�� a;� . i_I��eI� �s��I�.�ii!�I `.±+._Ol�►�I + S+ + „ 200' TEMPORARY CONSTRUCTION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ SAFETY AREA (TYP) w + + + + + -� CEMETERY I PART 77 APPROACH SURFACE mmrr. rr rr.rrm + + 1,000'x 4,000'x 10,000' + +++++ ++++++ + + i 34:1 SLOPE rn �__ c� BL "R" + RUNWAY PROTECTION ZONE + 1,000' x 1,425' x 1,700' 1 P -' 4w 41 tiOl�i !OInOIOIe.�� a;� . i_I��eI� �s��I�.�ii!�I `.±+._Ol�►�I AMVEST- WORRELL /♦ � iEXISTING / iBASIN #11,% / 1 SNOW REMOVAL 1 EQUIPMENT STORAGE AND MAINTENANCE BUILDING / RELOCATE EXISTING FAA— STORAGE BUILDINGS RELOCATED FAA STORAGE BUILDINGS (VERIFY LOCATION WITH ENGINEER) i �1 -7 __.- �� J I � rJ INSTALL SAFETY FENCE ALONG / PROPERTY LINE AT CORNER. _ CONTRACTOR I SHALIr` MAIN ON AIRPORT PROPERTT AT ALL TIMES. RT. 606 1 1 1 I 1 I 1 1 I 1 1 C^C4111 AIRPORT PROPERTY LINE (APPROX.) EXISTING SECURITY FENCE PROPOSED SAFETY FENCE EXISTING RUNWAY SAFETY AREA EXISTING RUNWAY OBJECT FREE AREA FUTURE DEVELOPMENT EXISTING LOCALIZER CRITICAL AREA EXISTING WETLANDS WORK AREA NO. ONE (1) WORK AREA NO. TWO (2) WORK AREA NO. THREE (3) 200 0 200 400 SCALE: 1"=200' FEET PHASING NOTES: GENERAL 1. THE CONTRACTOR SHALL HAVE THE FOLLOWING TOTAL CONTACT TIME TO COMPLETE THE ENTIRE PROJECT: ALTERNATE CONTRACTTIME 1 240 CD 2 210 CD 3 180 CD THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES IN THE AMOUNT OF $3,000 PER DAY FOR EACH CALENDAR DAY THAT THE TOTAL CONTRACT TIME IS EXCEEDED. 2. THE CONTRACTOR SHOULD ANTICIPATE THE NEED FOR MULTIPLE WORK CREWS AS WELL AS THE NEED TO WORK IN MULTIPLE WORK AREAS. 3. NO WORK SHALL BE PERMITTED WITHIN THE GLIDE SLOPE OR LOCALIZER CRITICAL AREAS. ALL MEN AND EQUIPMENT SHALL REMAIN CLEAR OF THESE AREAS. 4. 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 AREA1: WORK OUTSIDE OF EXISTING AIRPORT SECURITY FENCE MILESTONE TIME: TOTAL CONTRACT TIME SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. ALL WORK IN WORK AREA 1 SHALL BE COMPLETED WITHIN THE TOTAL CONTRACT TIME ALLOWED. 2. THE CONTRACTOR MAY WORK IN WORK AREA 1 AT ANYTIME DURING THE PROJECT. WORK AREA 2: ALL WORK LOCATED BETWEEN THE EXISTING SAFETY AREA AND THE EXISTING PERIMETER FENCE. SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. WORK IN WORK AREA 2 SHALL NOT BE STARTED UNTIL CLEARING AND GRUBBING IS COMPLETE IN WORK AREA 1. 2. OPENINGS IN THE FENCE SHALL BE GUARDED UNTIL THE NEW FENCE IS INSTALLED. WORK AREA 3: ALL WORK WITHIN THE EXISTING RUNWAY SAFETY AREA BEYOND 630' FEET FROM THE RUNWAY END. MILESTONE TIME: 45 CALENDAR DAYS - ALTERNATE 1 30 CALENDAR DAYS - ALTERNATE 2 21 CALENDAR DAYS - ALTERNATE 3 SPECIFIC AIRFIELD CONSTRUCTION NOTES: NOTAM FOR RUNWAY 21 DECLARED DISTANCE, (BY AIRPORT). CONTRACTOR SHALL MONITOR RADIO AT ALL TIMES. 1. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $1,000 PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 3. 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%), AT THE COMPLETION OF THE MILESTONE PERIOD. L �4,e'pLTH of% IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO.C50004-34JOB NO. VA 07024.02 9711 Farrar Court, Suite 100 DELTA AIRPORT DRAWN BY: SHEET Richmond, Virginia 23236 0 JAMES D.NIXON, R PHASING LAYOUT $ NOTES DESIGNED BY: RWW 6 LIC. 0.079854 hone: 804 275-8301 • fax: 804 275-8371 �� u 09 w4 p(i U JDN/ WME of A r 5 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 P www . d e I t a a i r p o r 1. c o m CONSULTANTS, 1 o'DF / G�� I •'N SCALE: DATE: ll �1 NO. REVISIONS By APP. DATE SSfoNgL ON �l CHARLOTTESVILLE-ALBEMARLE AIRPORT I =zoo' JUNF zoo6 VV VVV + S+ + „ 200' TEMPORARY CONSTRUCTION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ SAFETY AREA (TYP) w + + + + + -� ,p + + + + + + ++ mmrr. rr rr.rrm + + + +++++ ++++++ + + i rn �__ AMVEST- WORRELL /♦ � iEXISTING / iBASIN #11,% / 1 SNOW REMOVAL 1 EQUIPMENT STORAGE AND MAINTENANCE BUILDING / RELOCATE EXISTING FAA— STORAGE BUILDINGS RELOCATED FAA STORAGE BUILDINGS (VERIFY LOCATION WITH ENGINEER) i �1 -7 __.- �� J I � rJ INSTALL SAFETY FENCE ALONG / PROPERTY LINE AT CORNER. _ CONTRACTOR I SHALIr` MAIN ON AIRPORT PROPERTT AT ALL TIMES. RT. 606 1 1 1 I 1 I 1 1 I 1 1 C^C4111 AIRPORT PROPERTY LINE (APPROX.) EXISTING SECURITY FENCE PROPOSED SAFETY FENCE EXISTING RUNWAY SAFETY AREA EXISTING RUNWAY OBJECT FREE AREA FUTURE DEVELOPMENT EXISTING LOCALIZER CRITICAL AREA EXISTING WETLANDS WORK AREA NO. ONE (1) WORK AREA NO. TWO (2) WORK AREA NO. THREE (3) 200 0 200 400 SCALE: 1"=200' FEET PHASING NOTES: GENERAL 1. THE CONTRACTOR SHALL HAVE THE FOLLOWING TOTAL CONTACT TIME TO COMPLETE THE ENTIRE PROJECT: ALTERNATE CONTRACTTIME 1 240 CD 2 210 CD 3 180 CD THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES IN THE AMOUNT OF $3,000 PER DAY FOR EACH CALENDAR DAY THAT THE TOTAL CONTRACT TIME IS EXCEEDED. 2. THE CONTRACTOR SHOULD ANTICIPATE THE NEED FOR MULTIPLE WORK CREWS AS WELL AS THE NEED TO WORK IN MULTIPLE WORK AREAS. 3. NO WORK SHALL BE PERMITTED WITHIN THE GLIDE SLOPE OR LOCALIZER CRITICAL AREAS. ALL MEN AND EQUIPMENT SHALL REMAIN CLEAR OF THESE AREAS. 4. 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 AREA1: WORK OUTSIDE OF EXISTING AIRPORT SECURITY FENCE MILESTONE TIME: TOTAL CONTRACT TIME SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. ALL WORK IN WORK AREA 1 SHALL BE COMPLETED WITHIN THE TOTAL CONTRACT TIME ALLOWED. 2. THE CONTRACTOR MAY WORK IN WORK AREA 1 AT ANYTIME DURING THE PROJECT. WORK AREA 2: ALL WORK LOCATED BETWEEN THE EXISTING SAFETY AREA AND THE EXISTING PERIMETER FENCE. SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. WORK IN WORK AREA 2 SHALL NOT BE STARTED UNTIL CLEARING AND GRUBBING IS COMPLETE IN WORK AREA 1. 2. OPENINGS IN THE FENCE SHALL BE GUARDED UNTIL THE NEW FENCE IS INSTALLED. WORK AREA 3: ALL WORK WITHIN THE EXISTING RUNWAY SAFETY AREA BEYOND 630' FEET FROM THE RUNWAY END. MILESTONE TIME: 45 CALENDAR DAYS - ALTERNATE 1 30 CALENDAR DAYS - ALTERNATE 2 21 CALENDAR DAYS - ALTERNATE 3 SPECIFIC AIRFIELD CONSTRUCTION NOTES: NOTAM FOR RUNWAY 21 DECLARED DISTANCE, (BY AIRPORT). CONTRACTOR SHALL MONITOR RADIO AT ALL TIMES. 1. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $1,000 PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 3. 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%), AT THE COMPLETION OF THE MILESTONE PERIOD. L �4,e'pLTH of% IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO.C50004-34JOB NO. VA 07024.02 9711 Farrar Court, Suite 100 DELTA AIRPORT DRAWN BY: SHEET Richmond, Virginia 23236 0 JAMES D.NIXON, R PHASING LAYOUT $ NOTES DESIGNED BY: RWW 6 LIC. 0.079854 hone: 804 275-8301 • fax: 804 275-8371 �� u 09 w4 p(i U JDN/ WME of A r 5 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 P www . d e I t a a i r p o r 1. c o m CONSULTANTS, 1 o'DF / G�� I •'N SCALE: DATE: ll �1 NO. REVISIONS By APP. DATE SSfoNgL ON �l CHARLOTTESVILLE-ALBEMARLE AIRPORT I =zoo' JUNF zoo6 VV VVV S+ + + + + + — mmrr. rr rr.rrm + + rn BL "R" + + STA 70+0, EXISTING LOCALIZ R .. . _...gyA - _.____ ,yA_ _. _.. - .sr- --. lyl :>. f / - ]S.4 _...... ISA > AMVEST- WORRELL /♦ � iEXISTING / iBASIN #11,% / 1 SNOW REMOVAL 1 EQUIPMENT STORAGE AND MAINTENANCE BUILDING / RELOCATE EXISTING FAA— STORAGE BUILDINGS RELOCATED FAA STORAGE BUILDINGS (VERIFY LOCATION WITH ENGINEER) i �1 -7 __.- �� J I � rJ INSTALL SAFETY FENCE ALONG / PROPERTY LINE AT CORNER. _ CONTRACTOR I SHALIr` MAIN ON AIRPORT PROPERTT AT ALL TIMES. RT. 606 1 1 1 I 1 I 1 1 I 1 1 C^C4111 AIRPORT PROPERTY LINE (APPROX.) EXISTING SECURITY FENCE PROPOSED SAFETY FENCE EXISTING RUNWAY SAFETY AREA EXISTING RUNWAY OBJECT FREE AREA FUTURE DEVELOPMENT EXISTING LOCALIZER CRITICAL AREA EXISTING WETLANDS WORK AREA NO. ONE (1) WORK AREA NO. TWO (2) WORK AREA NO. THREE (3) 200 0 200 400 SCALE: 1"=200' FEET PHASING NOTES: GENERAL 1. THE CONTRACTOR SHALL HAVE THE FOLLOWING TOTAL CONTACT TIME TO COMPLETE THE ENTIRE PROJECT: ALTERNATE CONTRACTTIME 1 240 CD 2 210 CD 3 180 CD THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES IN THE AMOUNT OF $3,000 PER DAY FOR EACH CALENDAR DAY THAT THE TOTAL CONTRACT TIME IS EXCEEDED. 2. THE CONTRACTOR SHOULD ANTICIPATE THE NEED FOR MULTIPLE WORK CREWS AS WELL AS THE NEED TO WORK IN MULTIPLE WORK AREAS. 3. NO WORK SHALL BE PERMITTED WITHIN THE GLIDE SLOPE OR LOCALIZER CRITICAL AREAS. ALL MEN AND EQUIPMENT SHALL REMAIN CLEAR OF THESE AREAS. 4. 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 AREA1: WORK OUTSIDE OF EXISTING AIRPORT SECURITY FENCE MILESTONE TIME: TOTAL CONTRACT TIME SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. ALL WORK IN WORK AREA 1 SHALL BE COMPLETED WITHIN THE TOTAL CONTRACT TIME ALLOWED. 2. THE CONTRACTOR MAY WORK IN WORK AREA 1 AT ANYTIME DURING THE PROJECT. WORK AREA 2: ALL WORK LOCATED BETWEEN THE EXISTING SAFETY AREA AND THE EXISTING PERIMETER FENCE. SPECIFIC AIRFIELD CONSTRUCTION NOTES: NONE 1. WORK IN WORK AREA 2 SHALL NOT BE STARTED UNTIL CLEARING AND GRUBBING IS COMPLETE IN WORK AREA 1. 2. OPENINGS IN THE FENCE SHALL BE GUARDED UNTIL THE NEW FENCE IS INSTALLED. WORK AREA 3: ALL WORK WITHIN THE EXISTING RUNWAY SAFETY AREA BEYOND 630' FEET FROM THE RUNWAY END. MILESTONE TIME: 45 CALENDAR DAYS - ALTERNATE 1 30 CALENDAR DAYS - ALTERNATE 2 21 CALENDAR DAYS - ALTERNATE 3 SPECIFIC AIRFIELD CONSTRUCTION NOTES: NOTAM FOR RUNWAY 21 DECLARED DISTANCE, (BY AIRPORT). CONTRACTOR SHALL MONITOR RADIO AT ALL TIMES. 1. IN THE EVENT THE CONTRACTOR REQUIRES ADDITIONAL CALENDAR DAYS TO COMPLETE HIS WORK, THE CONTRACTOR SHALL BE ASSESSED LIQUIDATED DAMAGES, IN THE AMOUNT OF $1,000 PER DAY, FOR EACH CALENDAR DAY, OR PORTION THEREOF, REQUIRED TO COMPLETE THE WORK IN WORK AREA 3. 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%), AT THE COMPLETION OF THE MILESTONE PERIOD. L �4,e'pLTH of% IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO.C50004-34JOB NO. VA 07024.02 9711 Farrar Court, Suite 100 DELTA AIRPORT DRAWN BY: SHEET Richmond, Virginia 23236 0 JAMES D.NIXON, R PHASING LAYOUT $ NOTES DESIGNED BY: RWW 6 LIC. 0.079854 hone: 804 275-8301 • fax: 804 275-8371 �� u 09 w4 p(i U JDN/ WME of A r 5 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 P www . d e I t a a i r p o r 1. c o m CONSULTANTS, 1 o'DF / G�� I •'N SCALE: DATE: ll �1 NO. REVISIONS By APP. DATE SSfoNgL ON �l CHARLOTTESVILLE-ALBEMARLE AIRPORT I =zoo' JUNF zoo6 VV VVV f 7:1 (h:v) A T PRIMARY 1 SURFACE <" 7:1 I(h:v) 1 NOTE: FOR HORIZONTAL APPROACH SLOPE (H), DISTANCE (L), AND FLARE RATIO (X), SEE TABLE BELOW. RUNWAY THRESHOLD, END OF PAVEMENT I 1 7:1 (h:v) B X1— PUT.1 TRANSITIONAL B SURFACE O UNDER FAIR WEATHER CONDITIONS THE APPROACH SLOPE FOR TEMPORARY RELOCATED THRESHOLDS BEGINS AT THE THRESHOLD. MAX OBJECT HEIGHT SLOPE VARIES ' H:1 SLOPE 7:1 (h:v) l ?R°PCN S`OpE Pp SECTION A -A 0% I 0% / SECTION B -B FAR PART 77 IMAGINARY SURFACES NTS A MAX OBJECT HEIGHT NOTE: 1. ANY EQUIPMENT OR OBJECTS PENETRATING THE PART 77 IMAGINARY SURFACES SHALL BE COORDINATED, IN ADVANCE, WITH THE ENGINEER. OBSTRUCTIONS PENETRATING THE PART 77 SURFACES SHALL BE MARKED AND/OR LIGHTED IN ACCORDANCE WITH FAA GUIDELINES. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 —www.deItaairport.com- NO. I REVISIONS I BY I APP. I DATE SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC i PLATE. 3.1-1 FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPE A) SECURELY FASTENED, AND TURNED HORIZONTALLY AT A 45' ANGLE TO THE LONGITUDINAL AXIS OF THE BARRICADE. 4" REFLECTIVE ORANGE/WHITE TAPE 12" OR 15" DIAMETER WHITE SCHEDULE 40 PVC PIPE SAWED IN HALF. PIPE AVIATION BARRICADE DETAIL NTS NOTES: (LOW PROFILE) 1. BARRICADES SHALL BE SPACED A MAXIMUM OF T APART. 2. BARRICADES SHALL BE A MINIMUM OF 10' IN LENGTH. 3. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS OR OTHER APPROVED METHODS TO WITHSTAND HIGH WINDS AND/OR JET BLAST. 4. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS NECESSARY. 5. LIGHT SHALL BE OPERATING EVERY NIGHT. DELTA AIRPORT loerloirs Aw coNsuLraNrs, INC. CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. 2. CLOSED RUNWAYITAXIWAY MARKERS SHALL BE INSTALLED AS THE FIRST TASK IN ANY WORK AREA AND SHALL BE REMOVED AS THE LAST TASK IN ANY WORK AREA. BARRICADES SHALL NOT BE REMOVED UNTIL THE RUNWAY AND TAXIWAY PAVEMENTS AND SAFETY AREAS ARE ESTABLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ARE SUITABLE FOR USE BY AIRCRAFT. REFER TO THE MISCELLANEOUS DETAILS SHEET FOR CLOSED MARKERS AND AVIATION BARRICADE DETAILS. 3. NO DEBRIS OF ANY NATURE WILL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREA, SHALL BE RELOCATED OR REMOVED. 4. PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE DIRECTOR OF AIRPORT OPERATIONS. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE OWNER AND ATCT, THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS AND TWO-WAY RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES WITH THE AIRPORT AIR TRAFFIC CONTROL TOWER (ATCT). 5. THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY RADIOS, IN GOOD OPERATING CONDITION, ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. RADIOS SHALL REMAIN PROPERTY OF CONTRACTOR UPON PROJECT COMPLETION. 6. THE OWNER WILL PERMIT THE CONTRACTOR ACCESS AT THE LOCATIONS SHOWN ON THE PLANS. ACCESS LOCATIONS SHALL BE USED FOR ALL CONTRACTOR INGRESS AND EGRESS, EMPLOYEES, AND MATERIAL DELIVERIES. THE CONTRACTOR SHALL KEEP THE ACCESS GATES CLOSED OR GUARDED AT ALL TIMES. 7. 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). 8. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 9. ALL EQUIPMENT AND VEHICLES MUST BE MARKED WITH CONTRACTOR'S NAME LEGIBLE FROM 200 FEET. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH V x V ORANGE CHECKERED FLAGS (DAY ONLY) OR YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 10. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TWO-WAY RADIO CONTACT WITH THE TOWER GROUND FREQUENCY (OR THE TOWER FREQUENCY DURING NON-OPERATING HOURS BY THE TOWER) ANY TIME THE CONTRACTOR SHOULD NEED TO ENTER INTO THE RUNWAY SAFETY AREA (250 FEET FROM RUNWAY CENTERLINE) WHILE THE RUNWAY IS OPEN TO AIRCRAFT. 11. 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. 12. ALL TEMPORARY STOCKPILES SHALL BE LOCATED OUTSIDE OF ACTIVE TAXIWAY AND RUNWAY SAFETY AREAS AND BELOW FAR PART 77 SURFACES. REFER TO MISCELLANEOUS DETAILS SHEET FOR FAR PART 77 SURFACES DETAILS. 13. 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. 14. 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. 15. THE CONTRACTOR SHALL NOT MAKE CHANGES TO THE PHASING AND SAFETY PLAN WITHOUT APPROVAL OF THE AIRPORT, ENGINEER, AND FAA. 5 GALLON BUCKET FILLED WITH SAND OR OTHER MATERIAL AS APPROVED BY THE ENGINEER CONTRACTOR SHALL FURNISH & MOUNT ONE FLASHING OR STEADY BURNING RED 12V HIGH INTENSITY LIGHT PER BARRICADE. TMC SAFETY PRODUCTS MODEL L204 OR APPROVED EQUAL. REFLECTIVE MATERIAL, ORANGE FLUORESCENT AND WHITE FLUORESCENT STRIPES, AROUND CIRCUMFERENCE OF BUCKET. MATERIAL SHALL BE SCOTCHLITE REFLEXITE MATERIAL OR APPROVED EQUAL. BUCKET AVIATION BARRICADE DETAIL NTS NOTES: 1. LIGHT SHALL BE CLAMPED TO BUCKET BARRICADE OR MOUNTED TO LID. 2. FOR AIRSIDE USE ONLY. IMPROVE RUNWAY 21 EXTEND ERSA DOAV NO. JOB NO. $�EP.LTH OFD e CS0004-34 VA 07024.02 DRAWN BY: SHEET JAMES D. IX0N,J , PHASING DETAILS & RWW T o�ujoyA o`� CONSTRUCTION NOTES DESIGNED BY: JDN/WME OF 85 F�lyw?oNAL Eaa` CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: _.. NONE JUNE 2008 �' APPR1GOyA{C1+i L ; `, t RUNWA'7 e .._• 3 50 500 0.15 21 34 500 0.15 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 —www.deItaairport.com- NO. I REVISIONS I BY I APP. I DATE SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC i PLATE. 3.1-1 FLASHING OR STEADY BURNING RED BARRICADE LIGHT (TYPE A) SECURELY FASTENED, AND TURNED HORIZONTALLY AT A 45' ANGLE TO THE LONGITUDINAL AXIS OF THE BARRICADE. 4" REFLECTIVE ORANGE/WHITE TAPE 12" OR 15" DIAMETER WHITE SCHEDULE 40 PVC PIPE SAWED IN HALF. PIPE AVIATION BARRICADE DETAIL NTS NOTES: (LOW PROFILE) 1. BARRICADES SHALL BE SPACED A MAXIMUM OF T APART. 2. BARRICADES SHALL BE A MINIMUM OF 10' IN LENGTH. 3. BARRICADES SHALL BE ADEQUATELY SECURED WITH SAND BAGS OR OTHER APPROVED METHODS TO WITHSTAND HIGH WINDS AND/OR JET BLAST. 4. THE CONTRACTOR SHALL MAKE FREQUENT INSPECTION OF THE BARRICADES AND MAKE PROMPT REPAIRS AS NECESSARY. 5. LIGHT SHALL BE OPERATING EVERY NIGHT. DELTA AIRPORT loerloirs Aw coNsuLraNrs, INC. CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 130 OF THE SPECIFICATIONS. 2. CLOSED RUNWAYITAXIWAY MARKERS SHALL BE INSTALLED AS THE FIRST TASK IN ANY WORK AREA AND SHALL BE REMOVED AS THE LAST TASK IN ANY WORK AREA. BARRICADES SHALL NOT BE REMOVED UNTIL THE RUNWAY AND TAXIWAY PAVEMENTS AND SAFETY AREAS ARE ESTABLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ARE SUITABLE FOR USE BY AIRCRAFT. REFER TO THE MISCELLANEOUS DETAILS SHEET FOR CLOSED MARKERS AND AVIATION BARRICADE DETAILS. 3. NO DEBRIS OF ANY NATURE WILL BE ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREA, SHALL BE RELOCATED OR REMOVED. 4. PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE DIRECTOR OF AIRPORT OPERATIONS. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED WITH THE OWNER AND ATCT, THE USE OF TRAINED FLAGMEN AND TWO-WAY RADIOS SHALL BE REQUIRED IN THESE AREAS AND TWO-WAY RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES WITH THE AIRPORT AIR TRAFFIC CONTROL TOWER (ATCT). 5. THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY RADIOS, IN GOOD OPERATING CONDITION, ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. RADIOS SHALL REMAIN PROPERTY OF CONTRACTOR UPON PROJECT COMPLETION. 6. THE OWNER WILL PERMIT THE CONTRACTOR ACCESS AT THE LOCATIONS SHOWN ON THE PLANS. ACCESS LOCATIONS SHALL BE USED FOR ALL CONTRACTOR INGRESS AND EGRESS, EMPLOYEES, AND MATERIAL DELIVERIES. THE CONTRACTOR SHALL KEEP THE ACCESS GATES CLOSED OR GUARDED AT ALL TIMES. 7. 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). 8. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 9. ALL EQUIPMENT AND VEHICLES MUST BE MARKED WITH CONTRACTOR'S NAME LEGIBLE FROM 200 FEET. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH V x V ORANGE CHECKERED FLAGS (DAY ONLY) OR YELLOW FLASHING DOME TYPE LIGHT (DAY OR NIGHT). 10. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TWO-WAY RADIO CONTACT WITH THE TOWER GROUND FREQUENCY (OR THE TOWER FREQUENCY DURING NON-OPERATING HOURS BY THE TOWER) ANY TIME THE CONTRACTOR SHOULD NEED TO ENTER INTO THE RUNWAY SAFETY AREA (250 FEET FROM RUNWAY CENTERLINE) WHILE THE RUNWAY IS OPEN TO AIRCRAFT. 11. 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. 12. ALL TEMPORARY STOCKPILES SHALL BE LOCATED OUTSIDE OF ACTIVE TAXIWAY AND RUNWAY SAFETY AREAS AND BELOW FAR PART 77 SURFACES. REFER TO MISCELLANEOUS DETAILS SHEET FOR FAR PART 77 SURFACES DETAILS. 13. 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. 14. 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. 15. THE CONTRACTOR SHALL NOT MAKE CHANGES TO THE PHASING AND SAFETY PLAN WITHOUT APPROVAL OF THE AIRPORT, ENGINEER, AND FAA. 5 GALLON BUCKET FILLED WITH SAND OR OTHER MATERIAL AS APPROVED BY THE ENGINEER CONTRACTOR SHALL FURNISH & MOUNT ONE FLASHING OR STEADY BURNING RED 12V HIGH INTENSITY LIGHT PER BARRICADE. TMC SAFETY PRODUCTS MODEL L204 OR APPROVED EQUAL. REFLECTIVE MATERIAL, ORANGE FLUORESCENT AND WHITE FLUORESCENT STRIPES, AROUND CIRCUMFERENCE OF BUCKET. MATERIAL SHALL BE SCOTCHLITE REFLEXITE MATERIAL OR APPROVED EQUAL. BUCKET AVIATION BARRICADE DETAIL NTS NOTES: 1. LIGHT SHALL BE CLAMPED TO BUCKET BARRICADE OR MOUNTED TO LID. 2. FOR AIRSIDE USE ONLY. IMPROVE RUNWAY 21 EXTEND ERSA DOAV NO. JOB NO. $�EP.LTH OFD e CS0004-34 VA 07024.02 DRAWN BY: SHEET JAMES D. IX0N,J , PHASING DETAILS & RWW T o�ujoyA o`� CONSTRUCTION NOTES DESIGNED BY: JDN/WME OF 85 F�lyw?oNAL Eaa` CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: _.. NONE JUNE 2008 NO. REVISIONS BY I APP. I DATE 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 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR: IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, 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. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ALTx D IMPROVE RUNWAY 21� EXTEND ERSA DOAV NO. JOB NO. CS0004-34 VA 07024.02 9Farrar Court, ourt, 100 � DRAWN BY: RWW SHE ET Richmond, Virginia 23236 DELTA AIRPORT AMES D. XON,J. ALBEMARLE COUNTY LIC. N0.019854 DESIGNED BY: $ Phone: i804l275-8301 •fax: 804 275-8371 PLAN NOTES JDN/WME of SCALE: DATE:www.delfDairport.com CONSULTANTS, 1NC�A 85 TONAL 0 CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE JUNE 2006 �w MATCHLINE SHEET 1030, TYP - e 11� - PROPOSED FENCE _ O ROTATING BEACON CONTRACTOR'S PERSONNE & .w _ _ EQUIPMENT SHALL REMAIN AR PROPOSED FENCE ,i I OF WETLANDS AT ALL, MES w \ �. ///�� /////////// ,//,/,,,/,/. 10M PART 77 APPROACH SURFACE f_.. a x o'xl000a `..� �•' 341 SLOPE ,r 10 'K' L o 1z1z,i5j 1-111 ��u. r _.. I•/_._ .... ////////,.. /, u,/„u/ilii/iia//. 'ail ...iii ,1794(tX,Y9Zr5k;YWC i, ,,,,,, START REMOVAL OF F� -////// RRZEXISTING FENCE11-51” - )s, :/„ //,/r,//,///,,,,,/,,,//r// APPROX STA 70MBt, 483't --Rvz= /./„//„//::' ,/,/,,,/////,,,/,//,//,/,/,/„ „///, J t RPz --.— --3 _ --- -- _---s�o —�__�— nom.. .e5, ;SS;;;S;;;S I• SHEET INDEX -- +00 42+00 gV PROPOSED .. .. —'iF”. •.,.,.. -.: _._. _ _>. w.. _. __ _ _ aOF.A - .. JiCIA //, ,/„r/r /,///////////, r,/r,/r////„/,///,,,r„ uOrA :. t.„ e ROt - _-ROr.a.. _ _ _.__ _-- -_-_a0 _ _. ACCESS ROAD ,/„...//,r,/,//, „/,::::::::: a............::i..:..: '::: illi PP �i' p ..................... a.......... a.......... ail/„// {{{ k / f /. i �._ ,. _.... .: ..1. ..... - _�_. _._ .__-._—.. --RSA --"'--RSn --___- __.___...RSA-...__-._. R.4A- RSA LEGEND u],I @- v ,/,/// '% ---- AIRPORT PROPERTY LINE EXISTING LOCALIZER ../ ..:.::::/,/„/,///,%:.,///, ,/� L✓..../, ( <r// , -- PROPSED DEVELOPMENT '{ry�py `-----------------_-------, /I/,//,//.I . ', . REMOVE EXISTING REMOVE EXISTING FENCE , 4.. PAVED DITCHES WITHy,'' I BASIN (MISC. DEMO) �...:.AN8 I mo( - PROPOSED FENCE 74+00 75+00 76+00 78+00 ANO gp 85+00 194+Q WETLANDS PROTECTION _ —WgL ORDINANCE BUFFER LIMITS , EXISTING BASIN #10 ./. PAVEMENT REMOVAL 1 ' , \ /--------� r------- ! ,/////////// ,,,,,�, �, /�F� CLEARING AND GRUBBING, //,,,///,.: .. ...:::. , TYPE "A” SEE EROSION AND ' """ ”""' \ EXISTING BASIN ..' .. ........'/�', SEDIMENT CONTROL OUT TO BE% \ ( :.:..::' e \ I NOTES FOR ADDITIONAL ,F Ll WITH �i.' ,t�°i �. CLEARING AND GRUBBING, ' INFORMATION REGARDING - FLOWABLE FILL ;/}jG; ® TYPE "B" \ f CONTRACTOR SHALL MAINTAINDEMO). -m.. MISC. \ HE DEMOLITION OF THE - (.i.a.. i.. ...... /i./ .ii.. i.....;�.i...i% //n/ / ACCESS TO LOCALIZER SHELTER _ ”" , 4 (0I \\ ( EXISTING STORMWATER -- - ,. ;. ,,,.. :/,/////t �' CLEARING AND GRUBBING, i \., AND ANTENNA AT ALL TIMES. MANAGEMENT BASIN 'i. ,.' '.....'. ...a.... a..... ® TYPE"C" , .. {�RSA - C.f I KI;Y G-Q� //✓..... ,'..a a..... hip 616 60 •.v Gi 1 /��( / .! a (:: J� .Y-y,�/�r� . ,u/// , , /,//,/r , uz: LJ s•G. Hip J`d P'y... e C,... ` ,µ.. _ _. -. .RIIi:A _. _.- -__ _._ ___,6 .. _.. .... ..AiCf^f-- ✓NhYI ! (tJG bli '{y, ,�,I U:¢Uut, Jr i / r 1fQ ? S= '.'-'r.mmi��—Sf��(L•eC.�e1,� ^ c '7 ,/1 L h•i'/ nv n 51-- -- —/ r nom_ �/j/LL/J.l. /J...,w /,/, ,..//,/////,/, /„//,//r,,. 0k 7-777W . / -TSA-"-':'./,//co ////,/,//,////,,,,////,/,///////// W ,r/,//,,,,//,/ - - — ,,,,,,,,,,,,,';;....5 W NOTES / Y ' U V-- ,///,////////,/,/,/,,,////..::::::::::::::::: ;:::;;;;: 1. BURNING MAY 8E PERMITTED. SEE GENERAL NOTES FOR ADDITIONAL GUIDANCE. ;;,,,,,,,;;;;; , 2. CONTRACTOR SHALL MAINTAIN ACCESS - a. T Vis AROUND PERIMETER OF AIRPORT AT ALL TIMES. 3 iTYP y�_� 3. THE FENCE ALIGNMENT SHALL BE STAKED BY I .. � THE CONTRACTOR AND APPROVED BY THE s \ I IkC \ - '•”- 1 ' ENGINEER PRIOR TO CLEARING THE PROPOSED 8x �-FENCE LINE. EXISTING BASIN #11 pp /� f , 35' P ONTRACTOR $HALL REMAII�ON l i - 1 . ALL CLEARING AND RUBBING IS INCLUDED IN p \ _ - -� - - - - - EACH ALTERNATE AIRPORT PRO RTY AT ALL T ES. ----'' -\� .._I - - - / 4 G , r XF / RELOCATE EXISTING FAA ,� 35' TYP -;, ,- re� 100 0 100 200 I m STORAGE BUILDINGS �v A --- ` SCALE 1"=100' FEET RELOCATED FAA STORAGE \ \ --., -- V � � BUILDINGS (VERIFY LO TIO k, t WITH 0 sLTx G IMPROVE RUNWAY 21, EXTEND ERSA DO” NO. JOB NO. F,P F CS0004-34 VA 07024.02 2 9711 Farrar Court, Suite 100 DRAWN BY: SHEET DELTA AIRPORT RWW Richmond, Virginia 23236 JAMas D. 1 a ,� DEMOLITION PLAN DESIGNED BY: 9 WME phone: (804) 275-8301 • fax: (804) 275-8371 D//��09 anis JDN/WME OF LL 6 CHANGE ORDER NO. ONE (1) N 01/09/09 w �+ w. d e I t a a i r p o r t. c o m CONSULTANTS, 1 NCe �aF ti��SCALE: DATE: 85 SS/aNAL eN CHARLOTTESVILLE-ALBEMARLE AIRPORT 1” = 100' JUNE 2008 �n NO. REVISIONS BY APJDP. DATE X CONTRACTOR'S PERSONNEL& EQUIPMENT SHALL REMAIN CLEAR OF WETLANDS AND WETLAND BUFFERS AT ALL TIMES ROTATING BEACON STA 68+94, 456' LT N = 3941013.86 E = 11497140.10 - MATCHLINE SHEET 12 STA 73+67, 944' LT 1 r L_ STA 73+96, 855' LT 3 PROPOSED 24'MANUAL VEHICLE SLIDING GATE NO.4 -+. TIE TO EXISTING FENCERVZ- APPROX STA 70+48±,483'± _ _ __ _ wz - - -"" STA 77+77, 497' LT RI'Z - y s� niaoY RotA _ STA 70+84, 451' LT STA 70+99, 451' LT __..RSA. ..-RSk._. _ 1...._RSA.... I i T ...}'tSA..__ +� ' _ 4+ 4+0 5 STA 77+64, 497' LT R750' N _.. __-ROFA- _.-_RQFA'-�K_. _._. _ __ ROFA_ -__ ._. -. _. IiOF,n, RSA. ___..___. 9.... ____RSq____.._.. .___.._RSA- .. ;6A-N� �e EXISTING LOCALIZER e I ( _14#DO----- �fitIlO------�--- 78+00 040[ I I I \ //�-------�\\ i ------ J i oA.___...._RSA-RSA G / ROFA .- . - _--ROFA__- .. R6/A _. .. HUI A-. - _ ROU7F 806 EXISTING BASIN #119, 00 fSTA 74+51, 739' RT 1 N = 3941079.82 1 E = 11498456.70 ISTA 74+99, 773' RT 1 RELOCATE EXISTING FAA STORAGE BUILDINGS ]'6I B� :o LL 6 CHANGE ORDER NO. ONE (1) NO. REVISIONS WME SN 01/09/09 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 1 fax: (804) 275-8371 -www.deItaairport.com - 16' n7 �. �N n STA 83+52.0, 444' LT STA 86+18.5, 450' LT R1 52' _ STA 88+57, 483' LT I ( E) TING BASIN. W' 16 STA 79+44,R190' STA 80+78, 431' RT 490' RT STA 88+17, 414' RT 18+0016+00 BL '01 I 1 1 PART 77 APPROACH SURFACE I 1,000'x 4,000'x 10,000' BAS ' �'19M I 1 STA 93+42, 730' LT / 1 1 RUNWAY PROTECTION ZONE I / yttsppl 1,000'x 1,425' x 1,700' ' F �a1 R150' OQ STA 92+39, 209' LT BL "R" SOO \ STA 15+04, 0' BL BC" � STA 14+16, 0', BL' DL 2" `.. N = 3943093.8459 � 1 e'u+ E = 11498250.7916 I STA 90+26, 359'L I 1B \ 1 0 1 x STA 90+45, �* ASN' , 240' L 0 1 100' 1 U R1003' �7 WBL WBL/ nests 1 STA 90+36, 127' RT p 1 J 1 WBL I �l mn0 I � 1 N j g I 81, +' m 1 STA 90 08, I 256 RT 1 � 1 \ 1 R200' 7tP tib f 1 1 / A BASIN A BL I g z ti ZO+00/ � 1 w +- 14+00_ _ --.- - PROPOSED 24' MANUAL I m 12+00-- _ -+� - F _ �- VEHICLE SLIDING GATE NO. 1 W w 1 Y REMOVAL _ - --- -Rpm z' 1B STA 88+39, 640' RT 50' TVP O HENT STORAGE -"- - -.,q 11 TIE TO - EXISTING l FENCE / \ / STA 79+702, STA 80+58, 585' RT 608'2 RT / -STA 76+94, / 754' RT RELOCATED FAA STORAGE BUILDINGS (VERIFY LOCATION WITH ENGINEER) CONTRACTOR SHALL REMAIN ON AIRPORT PROPERTY AT ALL TIMES. 1I � STA 77+14, I 934' RT i fly 1 50' TYP STA 88+31, 705' RT 50' TYP STA 90+74, 676' RT 1 1 - Alf",. -. _ STA 90+71, 729' RT I - -1 STA 93+00, 738' RT 1 7-7 DELTA AIRPORT ldrldr Aw CONSULTANTS, INS. ��PLTH pit AMES D. NIXON, .) LIC. NO. 019854 611i4;ia19 ae� LEGEND AIRPORT PROPERTY LINE - - - - - - PROPSED DEVELOPMENT �Y--- REMOVE EXISTING FENCE PROPOSEDFENCE -WBL WATER PROTECTION ORDINANCE BUFFER LIMITS NOTES 1. ALL STATION AND OFFSET ARE BASE ON BL "R" UNLESS OTHERWISE NOTED. 2. FENCE LOCATION TO BE STAKED AND FIELD VERIFIED BY ENGINEER PRIOR TO INSTALLATION. 3. GATE LOCATIONS SHOWN ARE APPROXIMATE ONLY. LOCATIONS TO BE FIELD VERIFIED. �I 100 0 100 200 SCALE: 1"=100' FEET IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO. JOB NO. CS0004-34 VA 07024.02 DRAWN BY: SHEET GEOMETRIC LAYOUT DESIGNED BY: RWW 11 JDN/ WME OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 85 1" = 100' JUNE 2008 ._ \ 1' E 15 - - - - - - a� - - 77 / 8 0' A N S 74 00 i - - ; -t / ; y _"I "I , / I 'ki, / , o i X �' w / / , / , .I 11 ,; / I 0 4 I I I' I \ 1� 1, I / / rr / I / J / \ ; ,, 11 J "' / � I , :a !I \ / ") """, O `� i , t' �\ / E I / yip I I �O / / ' p 1 1 NIJ I / / 5 1 � !''] ^r: / / v / j I I / , I / / ) ` ,d / co t a c- ✓ i / I` "ll'', L,) # / J'.11 I 1 I / . 1 co 1 �,I _ ! 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NO. 026212 �- GRADING & DRAINAGE 14 ! 9, � , I I , , - - \ -- -- , , � , , , , , , , \ \ \ , , , I , " , , I � ,- ", li, i" I I , / , , � , � / " , , , , ` , , - , --- , I � , I � 1 �-7�0--,-- 1 -1 / � , �-, 11 'I, ---,-- �1111111/ -I---- I ---- � --, 1\\1 I/ -- V--, -------- - I I �-w I I , -- I / 11111,111" I .1 �- --I ,\\ \, I &�-,-, /1----",/ / I I I L ).a DESIGNED BY: ` = 8 RESUBMITTAL TO COUNTY ENGINEERING DEPT JD OF I U. B -, V JDN/ WME CM phone: (804) 275-8301 # fax: (804) 275-8371 I'd Ar W.". , e i 0 6 CHANGE ORDER NO. ONE (1) 1/09/09 14 .1 I . r- - - ) 40 law 141111, �0 I - www. d e I t a a i r p o r t. c o m CONSULTANTS, INCo SCALE: DATE: :0 1 ADDENDUM NO. ONE (1) JDB JDN 06/20/081Is , I V \jr 85 . U- ----- OIVAL I CHAR AIRPORT 114 = 50' JUNE 2008 ; � APP. DATE NO. 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I ?� I � / \ I A C 5 ;T FIR NG RANGE/ A E / r � I I � I- \ �, k ' \ 1, , / , , v <p / / - - - - - FUTURE DEVELOPMENT ,e tS / f _ lrr , ,Y % . \ D �- ;, \ � �r TRAIN � AREA A� T'ALL TIMES � , / / r/ —LOD �`�r / I I a I /:: t l � l ,t0 \ w / "I , \ �S I / /' , S - I - I \ SS \ i � , , - - . [ - � LOD -'" �Op �, '' �, LIMIT OF DISTURBANCE 9 I \.1 /,; ", / v i / \ I I 1 / ' f / s \ , , �,1J / o _.� \ \ _ cop -� �,11 ' / � r' 1 C x' a+ PROPOSED DIVERSION -- .- x , I 1 /` rn �', DD3.10 /f — ` 1 \ � 0 1 r i /- \ i w / t I DIKE \ sem/ \ �o 4 {{ l , I / , / 1 ,, �, \ � I - ,,.., / , \ t . ----_., I EXISTING DRAINAGE PIPE f_ / I 1,/ '% 11 \ r; - / I I� / \ sem`', s 1 �'. li 5' / o \ -5 / / / \ cn \ti 6P-- - C / JJ 1 l o - o ' /; , 0D CONSU T WITH NGINEER PRIOR'TO i >: -- o/ , - \ \ - - / / PROPOSED DRAINAGE PIPE f i v: / /, cr - �1 ERIN AND +NSTALLING PIPE"'\ I cn \ - / i \C Q ! w / , �1;4Ol D / 00-T6b0 LT I11 " U /- - ,._�� L / " v / 1 �,1 - jii 1 � . 1 _ L { xs v / . _ �-r, : - � �-- EXISTING FENCE o S L0 /. I w / . /; I I I I , ,,I,t , 1 } I l A` y - - - -_ !X . , ; j �� , / /'. ./ PROPOSED FENCE i r I ; s1i // P PO'SE9 F NCE. � --! - _- - � v � / 1 1 I 1 l Q �_. _-'- --� t s LO I I � - T E I TO THE: A ?o_ - , O A , � 9 __ _ I cr o gr / ! }, I / / 0 LOCATION TO BE FIELD VERIFIED. - _ _ IW w I �, /. 1 / O \ I I 1 / XIC T I FtNC�. - - - _ A / \ : Ioa r r - w \ _ --_ --- - SF PROPOSED SILT FENCE a �All1/ . / - - - 31 : ,� - - - 04- � - - -- - i .. _ ; t � - RIPRAP ' EFZ i o� i r / ; x> / / . �/ ' SF3 05 I / BEGIN P TE V I'�GH LINLNG \ I I I BEGIN P TECTIVE DIT LIN �- /;, -_ SF . _ ,�` a �; END P�Ll OTE TI E DITC� LININ I H @. _ „ - �ROTI<CTI N,LAA3S I, _ �-_ rn i ;11 -* :_ „ _ PROPOSED SLOPE DRAIN I „ �, @STA 5 00, BL AR DEPTH -.1.2 ,' \ is \ _ „ I STA 53+00 BL R RIGHT [DEPTH -12 - - -- - - - _ SF'� S 54 91 . A I HT. DEPTH � 1 EI/__ � W7-24. , ? 24-, I�?15�, 300 5:� � � � � w / '.- p, , , , : I 4 - _-- -- - i f 11 I `� I , I �r' � PROPOSED UNDERDRAIN UD 1 ,- - I, v a � F'570 - k( ) , � LOD �-LO , LOA � / / ��. v- ._ ,; X � - _ _ � _ _ ' �- F,%�. M \ I 1 s 6 \ , „ / .. . __ - ` WATER PROTECTION _ _- 1 .., _ _ . >... " � � .. .. , a .. ..,. a::. .,<.., �.., •.,axsaeecsze,*- c �. .... 6 ,3. AY, . . ,.-..4.:, r , , :.. Win.,. .... '�:. .... .. ..: ,...... .,.,.,... �, , ... ,.., .. .. #.:. Q .. ,. , _:_.....,._ � +. �,. _ �.... . ,,., .. .. �. _.. ,.. -� �-,_Q•,'• :... �.�'.: ORDINANCE BUFFER {{ � 3 �. , — - 1 t �o o- p• )/� 0. Qs��s / , , ' _. r� 'Q • ! :'Ora • • . 0 't • .� • \ .Q \ _' , �.,,�...:>� _ _. .- , / - � . •, �:�� ... STREAM HEAD 100 BUFFER A _ 47/`i1 _..i • a.Y: �.- A: o• •3' 4 •.Q• ° Q .Q�. � +.._ SAF ' , ,.:-. ,:,'. / ..-, -.. ._ , •Q o.• a ° O• v• .0 ••. .e v o �� o 0 100' O ;, -� .,s%%.,., - " I 1.. _.--..,_.. ++ 3 •e a '6+ • • • • !4 I.I .. Cl is , • .,. sem.•-s- . a - a, . os`.�Q d''Q` STREAM HEAD D 0. b Q. . O • - . - y a., • s n • ,.n . • e • �. ' r �. , �• • . e • g- ; � , Q Q Q. __- CULVERT INLET \ l ��e r , i . n,.. r.n s . Q •e •�. e • 'C s •J i O • • .-D t - i , I I / s - - PROTECTION I , v.' to o AQ � ; z 'A I ' r \ gro ' W ; _ ...:ZL STORM DRAIN INLET IP3,07 a l Na PR c; IVE til�rc�r ING �� °� - 6 �� PROTECTION 8 T ;, I S 5,+30; BL,"A ,� LE� DEPTH Z - , / T, 0 _ __ rn t V i , ;� . i ; ! L — — -11 /; -. _ _ 5 -_ INLET PROTECTION IP3,07 _ . _ .__ _. ._ k_ .. U / / - r _ -- /, o _ -� ;;' i --------C'Y--- — , _ _ _ _•-_-�"'' neo �' : - - - _._ _ -. _ o / -' _ -- _ .. -- - - I. - - _ __ _ _ __ _ _ _ _ - _ _ . __ _ - _ - � �a5-� - ROCK CHECK M CD 3.20 ----- /. _ ..._... - - - - __ - - - �� ,� ,.__.._ - � � 2 ACRES OR LESS O . -_-. _.__ _.. - . ._ _. ��p� _ . __.. _ _ _ - _ w . �&SLST CTURI S TO GRADE. :. 30" DIA. / - - - - - - w-. ._ -._ 5 _ o __ _ r_..�, — — — — — — — — ----- -- — DRAI '� , 2 10 ACRES CD 3 20 _ -- -._ .. �- _ - t Ir, P L. _. __ _ \ _ - -_ _ _ ._ _ _ — - - — - ... - - — , . I _ ! _ --— _. _ L L. so STOCKPILE AREA a - - r - 4 1i'' SPA -_ , 2 — — — w — — — I- — — --- — --- — - _ sus, L 1 3n0 LT _ - - _ - m �. m -- - I SEDIMENT TRAP ST3.13 »r.1. _ __ . _,.� _. _ _ ST# T�. _ - - -- - $ _ L.. �- ❑ - _ - -__ _ _- _ _ I 61(1 - 'I ---- -�.----'— — __ -�' -- .. - o , _ o - - .-- - - PROPOSED ACCESS ROAD K777 r, . , _ 6o O ° 4 11 r I T �t�r-per'. :.... LL _-- - r PROTECTIVE DITCH LINING m, _ _ _ t _fir I ��% VDOT ST'D EC -3 TYPE „A„ �_ _ .._.._ „. O_ t t, 4,. M �,, r ;: N 1 ,y / ( / o RIPRAP OUTLET PROTECTION \ \ \ / _ 000 s foo 1. i 1 --- R - __ — 3 \ \ \ \ \ s ' \ 1 - ---615_ ` x I \ r \o I r x`3 PROPOSED GRASS PAVERS { . ---, - -- ..--- �o K p -- --.. . - C) , \I \ •- L / , , D --,'Lea'- —CoQ— , PROPOSED GABION STAIR STEP —^— Do, —'neo ��y —.,.,. \ : _ ', \ \ i \ \ \ \ \ 'o N 4 PROPOSED NATURAL a 9 - \ ` \ I \ \ \ 1 I FIBER MATTING f 1. \ \ \ \ -. t i \ \ � \ I \ \ c \ \ r \ \ \ ` PROPOSED NATURAL FIBER ROLL a K \ - I sso \ I I \ 200' TEMPORARY J I 1 I . - _ \ C, 3 \ 1 PROPOSED WRAPPED PLANT ROLL a \ \ CONSTRUCTION SAFETY AREA, TY P \ I I \ \ \ , _ I \ \ \ p_ \ y90 \ PROPOSED COIR FIBER BLOCK a \ 2 • v \� \ \ I ' i ( ROWS) \ \ — — 1 � — — -- —------�.— -- --- \� ---- --�— , 4 I---�\ — 11 - — —�-- — �—,-- --- ,,=� , J i v .. . .. y 1 \59 r lh \ : 1 I NOTES _ _ ., -... q,l t •i : .,� �I Yi N :>" .. A vPROP vSOIL EMBANKM T AREA i o w .,,_.,� ,! SIC; I , 6� - A \ 1 L K .A �'•`-' ! : o , V '; `I 1 , CONTRACTOR'S MEN AND EQUIPMENT SHALL C) x_;' }� ,! I s 1 �,..,.., , ,. ,;.k.. ,_,_.,,. ; �)��, ",, s REMAIN OUTSIDE THE LOCAL ZE CRITICAL 1 v 1 _.•, \ \ V A \ AREA AT ALL TIMES. t . A'C'S hP,+•t l ...� . Yrs}.'x.`T.'.. r } \ - I \ \ '1 _ — I . \ i \ rn IS G` L A R \ I , a ;, �: , ..� ❑ A �;� X ''�� ``� ' '�` ,P " ? �`� AN ( \ \ \ O ; \ w 2. REFER TO GRADING &DRAINAGE ALTERNATE 11 \5 ,;a ,, ,, ,. •.' �3 , ; ',. xe� i o1 V A A A_ I I I / SHEETS FOR ADDITIONAL INFORMATION - RU A A �: �li ,.,, } ' I \' I I REGARDING THE GRADING INCLUDED IN EACH Ill 06� 72 0 % 74 00 L 76+ 0 7 00 . (`�� OF THE THREE ALTERNATES. J _�.!14�.�.�.— _+ — --�—�--� _4—.m. .�+�.�.I..�� ,�.r,�.��.yF.� — , a� a 001 15 ill o w >..:. r E, 3 MEASURES, ., _ ' i I I J ;/ / I I . EROSION AND SEDIMENT CONTROL MEASUR S, ,, ' ;i ' . x a ., I I I � .,. +a� ;, . , / / (SILT FENCE DIVERSION DIKES ETC, ARE I S ), N z „' axe: >: s : ❑: Q ,vK .,;Y,dI r k ,. .... _., t., xo_ / � / / I SHOWN IN AN APPROXIMATE MANNER ONLY _ / / , ; / I "'' AND SHALL BE FIELD VERIFIED AND APPROVED fi - / / ,, M' _ :; ., + — / I _ - ,. .M 'g -., ,..., ''1 'P , 1 _ / / / / I BY THE ENGINEER PRIOR TO INSTALLATION. a a rn' �. ., t, I / / / K i ` / / I I / I 50 0 50 100 I / LOC/LIZER CRITI�AL AREA a j ,i O s -.. I - i / �rn % I / SCALE: 1 "=50' FEET /L8b' I \g „ E 7 0 7�0 M N 40 / / II I / / Y I, / ` s DO" NO. JOB NO. `9�,O,�Ho — IMPROVE RUNWAY 21, EXTEND ERSA rcnnnd_'ld I vA n7n9Anq = a -- a 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB JDN 04/01/09 U_ 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 CD 4 ADDENDUM NO. FOUR (4) WME JDN 07/09/08 LL 1 ADDENDUM NO. ONE (1) JDB JDN 06/20/08 � NO. REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com DELTA AIRPORT 11MI61 CONSULTANTS, INS. ��_ 1-1 JAMES D. ON, J . -LIC. NO. 019854 .doo�foy X45. ��SSIONAL t�� GRADING & DRAINAGE DRAWN BY: R� SHEET DESIGNED BY: OF 15 JDN/ WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 00 C+ 1 - 50 JUNE 2008 2 ANNE M SHEETINDEX LEGEND AIRPORT PROPERTY LINE FUTURE DEVELOPMENT —LOD— LIMIT OF DISTURBANCE PROPOSED DIVERSION DIKE V— /� EXISTING DRAINAGE PIPE / " 7yI`' r ��!�� , :.•i... , ts•.• -; �; �r �� .....mom a...,. -rolod; PROPOSED DRAINAGE PIPE 4 EXISTING FENCE 160 x PROPOSED FENCE MIT —SF PROPOSED SILT FENCE Its 1.3 PROPOSED SLOPE DRAIN SO, a --------- PROPOSED UNDERDRAIN (UD) 4 RIM WATER PROTECTION —WBL— ORDINANCE BUFFER — ---- - 1115gittim STREAM HEAD 100'BUFFER - - - - - - - - - - - - - - V� N STREAM HEAD CULVERT INLET PROTECTION STORM DRAIN INLET ;IMN PROTECTION w LIN" INLET PROTECTION kit ROCK CHECK DAM CD 3 20 2 ACRES OR L Mft��-M Muir w ROCK CHECK DAM 2-10ACRES STOCKPILE AREA i'm SEDIMENT TRAP (j� I PROPOSED ACCESS ROAD j I Flo. PROTECTIVE DITCH LINING VDOT STD EC -3, TYPEN' V111111011;ffl ;-PRIPRAP OUTLET PROTECTION -7 rmpy. 7. PROPOSED GRASS PAVERS WIN It W1, IV PROPOSED GABION STAIR STEP Nil' 1A MR ply PROPOSED GRAVEL ROAD PROPOSED NATURAL FIBER MATTING �� 1 � l=�,l Item, �.,.�I�,1�i �,�„�, 'I 1,; �i` 1 PROPOSED NATURAL FIBER ROLL i • 01 I � I+,jl 11ti, jjj, 1, ,, I 11�1, 111110111 , ,,:,C.��..::,i.,.�I�J/'yS , i” E. � PROPOSED WRAPPED PLANT ROLL , 11111111101111 jp. lip �nc Z PROPOSED COIR FIBER BLOCK W �1�.TES (2 ROWS) 0 lag Ill REMAIN OUTSIDE THE LOCALIZER CRITICAL AREA AT ALL TIMES. 2. REFER TO GRADING & DRAINAGE ALTERNATE SHEETS FOR ADDITIONAL INFORMATION REGARDING THE GRADING INCLUDED IN EACH 3. EROSION AND SEDIMENT CONTROL MEASURES, (SILT FENCE, DIVERSION DIKES, ETC.), ARE SHOWN IN AN APPROXIMATE MANNER ONLY INSTALL TEMPOWY RISER — AND SHALL BE FIELD VERIFIED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 50 0 50 100 �� ill, -� MENNEN SCALE: 1 '=59 FEET ,�•: :._ '��1��!��►,�ili��l�{h1�II�- ,,! IMPROVE RUNWAY 21, EXTEND ERSA DOAV NO. CS0004-34 9711 Farrar Court, Suite 100 DELTA AIRPORT MIMI= SHEET Richmond, Virginia 23236 USAN E.. 0" 12 LIC. N Vw GRADING & DRAINAGE — AORDOO CHNGE ER N.•NE - (1) ICMM = phone: (804) 275-8301 # fax: (804) 275-8371 —www.deItaairport.com— CONSULTANTS, INCe %NA DESIGNED BY: JDN/ WME 85 ADDENDUM •NO. FOUR MMIIIIIIII� ADDENDUM NO. ONE (1� PERMANENT STRUCTURES 13100 DROP INLET, ST'D 015 W/TYPE I GRATE D120 DROP INLET, ST'D DI -3C W/O FACE PLATE D113 -D114 276 LF -47 HDPECPP, CLASS I MODIFIED 48" DIAMETER RISER 72" DIAMETER RISER 0 SLOPE = 3.00% TOP GRATEI VERT =516.87 THROATUENGTH = 8.0 FEET TOP ELEVATION =534.50 D116 -D776 40 LF- 30' RCP, CLASS 111 GRATE INVERT =518.20 24" INVERT OUT =511.85 THROAT INVERT = 533.00 ra SLOPE = 0.60% STA. 31+72.38, OFFSET = 24.06' LT, BASELINE °AR" 48" INVERT IN = 515.72 48"INVERTOUT =515.12 D116 -D117 136 LF-30"RCP, CLASS III 13101 DROP INLET, STD DI -5 WITYPE I GRATE STA. 3660.47, OFFSET =119.10' RT, BASELINE "AR' @ SLOPE = 0.50% 48" DIAMETER RISER TOP ELEVATION = 514.81 D121 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE D117- D117A 12 LF -30" RCP, CLASS III t GRATE INVERT = 514.14 72' DIAMETER RISER W SLOPE = 0.50% - 24" INVERT IN = 509.98 TOP ELEVATION = 523.00 24"INVERT OUT =509.88 48"INVERT IN =514.25 D119 -D120 40 LF-48"RCP, CLASS III STA. 33+31.00, OFFSET =18.00' LT, BASELINE "AR" 48" INVERT OUT = 514.15 @ SLOPE = 0.70% STA. 36+54.54, OFFSET = 54.73' RT, BASELINE "AR" 0102 DROP INLET, ST'D DI5 W7TYPE I GRATE D120 -D121 124 LF -48- RCP, CLASS IV " - 48" DIAMETER RISER D121A ENDWALL, ST'D EW -2 WNWINGS FOR @ SLOPE = 0.70% TOP ELEVATION = 514.59 4:1 SLOPE AND SPECIAL FILTER GRATE INVERT = 513.92 TOP ELEVATION = 519.03 D12l - D121A 24 LF -48" RCP, CLASS III n .1 24" INVERT IN = 509.16 48" INVERT OUT = 513.98 @ SLOPE = 0.70% 24" INVERT OUT = 509.06 STA. 35+34.04, OFFSET = 42.84' RT, BASELINE "AR" STA. 33+85.85, OFFSET =18.00' LT, BASELINEAR' D122 -D123 112 LF -15" RCP, CLASS III D122 DROP INLET, ST'D DI -7A WITYPE I GRATE @ SLOPE =1.50% PHOTO NO. 1 PHOTO N0.2 13103 DROP INLET, STD 0I5 WITYPE I GRATE 60" DIAMETER RISER 48' DIAMETER RISER GRATE ELEVATION = 578.80 D124 -D125 160 LF -36" HDPECPP, CLASS I MODIFIED TOP ELEVATION =527.51 15" INVERT IN (BRICK UP OPENING) =573.50 @SLOPE =5.10% GRATE INVERT =528.84 16"INVERT OUT =573.28 18" INVERT OUT = 579.90 STA. 12+27,21, OFFSET = 49.83'LT, BASELINE "AR" 13725-13726 372 LF -42' HDPECPP, CLASS I MODIFIED STA. 36+51.43, OFFSET = 22.77' LT, BASELINE'AR" Q SLOPE = 2.40% 13723 15" FLARED END SECTION, STD EC -1 n D104 DROP INLET, ST'D DI -5 WITYPE I GRATE 15" INVERT OUT = 571.51 D127 - D728 52 LF -15" RCP, CLASS III 48" DIAMETER RISER STA. 12+52.48, OFFSET = 60.44' RT, BASELINEAR' Q SLOPE =1.00% TOP ELEVATION = 521.59 GRATE INVERT = 520.92 D124 DROP INLET, STD 0I -7A WITYPE I GRATE D129 -E130 28 LF -48" CMP 18" INVERT IN = 516.90 60" DIAMETER RISER @ SLOPE =2.50% 18' INVERTOUT = 515.40 TOP ELEVATION = 559.17 y STA. 35+60.10, OFFSET = 18.00' RT, BASELINE "AR" GRATE INVERT = 559.00 E130-E130A 110 LF -48' RCP 0 36" INVERT OUT = 549.35 n D105 DROP INLET, ST'D DI -7B WITYPE I GRATE STA. 15+94.17, OFFSET = 97.34' LT, BASELINE "AR" D131 -D132 8 LF - 6'X 4' RCBC 60" DIAMETER RISER @ SLOPE = 0.50% o TOP ELEVATION = 514.72 -, - 13125 MANHOLE, ST'D MH -2 WlECCENTRIC CONE GRATEINVERT =514.55 60'DIAMETER RISER D135 -D136 84 LF-24"CMP - 18" INVERT IN = 510.60 TOP ELEVATION = 578.50 @ SLOPE =1.00% 24"INVERT IN =508.10 42"INVERT OUT =537.49 0 36°INVERT OUT =497.60 STA. 34-40.70, OFFSET =18.00' LT, BASELINE "AR' STA. 16+99.49, OFFSET =126.89' LT, BASELINE "AR' TEMPORARY STRUCTURES 0106 ENDWALL, STD EW-2PC MODIFIED FOR D126 42" HDPECPP 36"DIAMETER PIPE WNVINGS FOR 4:1 SLOPE 42" INVERT OUT = 530.00 0114 MANHOLE, ST'D MH -2 W/ECCENTRIC CONE PHOTO NO. 4 TOP ELEVATION = 501.00 STA. 19+74.70, OFFSET = 273.88' LT, BASELINE °AR" 72' DIAMETER RISER 36"INVERTOUT =497.00 TOP ELEVATION =490.51 ., STA. 34+37.15, OFFSET = 101.90' LT, BASELINE "AR" D127 15" FLARED END SECTION, STD EC -1 42" INVERT IN = 484.10 15" INVERT IN = 663.00 48" INVERT OUT =480.04 D108 DROP INLET, ST'D DI -7A WITYPE I GRATE STA. 45+75.58, OFFSET =17.81' RT, BASELINE'AR" STA. 31+33.40, OFFSET = 88.331' RT, BASELINE PAR" TOP ELEVATION =540.17 GRATE INVERT = 540.00 0126 15" FLARED END SECTION, STD EC -1 0117 MANHOLE, STD MH -2 WlECCENTRIC CONE c 18"INVERTOUT =528.60 15"INVERTOUT =562.48 60"DIAMETERRISER STA. 24+29.14, OFFSET =164.50' RT, BASELINE "AR' STA. 45+75.58, OFFSET =17.81' RT, BASELINE 'AR- TOP ELEVATION = 489.50 30' INVERT IN =483.53 0 D109 FLARED END SECTION, ST'D ES -1 30" INVERT OUT = 479.16 18" INVERT IN = 526.32 D129 TEMPORARY CORRUGATED METAL RISER STA. 31+61.79, OFFSET =177.51' RT, BASELINE "AR" STA. 24+44.58, OFFSET = 87.50' RT, BASELINE"AR' 60" DIAMETER RISER RISER ELEVATION = 520.93 D121 MANHOLE, ST'D MH -2 WlECCENTRIC CONE O`r•" D110 SWM BASIN OUTLET STRUCTURE W/TRASH RACK 8 46" INVERT OUT = 513.22 77 DIAMETER RISER ANTI -VORTEX DEVICE STA. 21+70.21, OFFSET = 355.60' LT, BASELINE "AR' TOP ELEVATION = 523.00 ,g. RISER ELEVATION =527.80 =514.25 DIAMETER RISER E130 EXISTING THROAT INLET 48"INVERTOUT RI 6' ORIFICE INVERT IN =518.00 EX TOP ELEVATION =523.8+/- (BRICKED UP OPENING) = 514.15 8" INVERT IN =513.00 EX INVERT ELEVATION = 522.3+/- 48" INVERT OUT = 498.00 '$ + 36" INVERT OUT = 512.00 48" INVERT IN = 512.52 STA- 36+64.54, OFFSET = 54.73' RT, BASELINE "AR" STA. 26+43.42, OFFSET =125.81' RT, BASELINE "AR" EX 48 INVERT OUT = 503.7+/- 8 PHOTO NO.3 STA. 21+96.67, OFFSET = 354.75' LT BASELINE °AR" D133 TEMPORARY CORRUGATED METAL RISER o D711 DROP INLET, ST'D D13C W/O THROAT PLATE 84" DIAMETER RISER 60" DIAMETER RISER E130A EXISTING ENDWALL, STD EW -2 RISER ELEVATION = 490.51 THROATLENGTH =8.0 FEET EX48"INVERTOUT =502.4+/- 30"INVERT IN =479.00 PHOTO NO. 5 TOP ELEVATION =524.50 48"INVERT IN =478.60 a THROAT INVERT =523.00 D131 6'X4'RCBC 48" INVERT OUT =478.50 9 36" INVERT IN = 511.84 INVERT AND LOCATION TO BE DETERMINED IN FIELD STA. 31+28.90, OFFSET =184.41' RLT, BASELINE *AR" A�I�p Ili^ 11I 36"INVERTOUT =495.58 BASED UPON FENCE ALIGNMENT. INVERT TO BE g STA. 26+53.10, OFFSET =122.70' RT, BASELINE "AR" COUNTERSUNK 6". D134 48' HDPECPP ENO 'a ) 48"INVERTOUT =477.30 a 13112 ENDWALL, WM9NGS FOR 4:1 SLOPE AND SPECIAL D132 6' X 4' RCBC STA. 31+53.41, OFFSET= 262.14' RT, BASELINE "AR" Q INVERT AND LOCATION TO BE DETERMINED IN FIELD FILTER BASED UPON FENCE ALIGNMENT. INVERT TO BE TOP ELEVATION = 498.10 0137 TEMPORARY CORRUGATED METAL RISER 36" INVERT OUT =494.10 COUNTERSUNK 6. 36" DIAMETER RISER STA. 27+73.67, OFFSET =85.48' RT, BASELINE "AR" D135 TEMPORARY CORRUGATED METAL RISER RISER ELEVATION =509.03 m' 18" INVERT OUT =497.45 j 0113 SWM BASIN OUTLET STRUCTURE W7TRASH RACK 8. 36" DIAMETER RISER + ANTI -VORTEX DEVICE RISER ELEVATION = 507.86 BTA. 28 59.23, OFFSET =238.43' RT, BASELINEAR" 3 _ 60" DIAMETER RISER 24"INVERTOUT =493.9318"INVERTOUT =486.73 42" INVERT OUT = 492.38 13138 18"CMP END RISER ELEVATION = 505.91 STA. 34+15.59, OFFSET = 417.58' RT, BASELINE "AR' r "s.STA 29+07.07, OFFSET = 268.77 RT, BASELINE *AR" +` STA. 27+73.00, OFFSET =139.98' LT, BASELINE "AR" D136 24" CMP END - 24"INVERT OUT =483.09 13739 ENDWALL WNVtNGS FOR 4:I SLOPE AND SPECIAL FILTER STA. 33+99.71, OFFSET = 483.01RT, BASELINE 'AR' 48"INVERTOUT =497.12 `xA D114 42" HDPECPP INVERT OUT =484.10 STA 34+65.38, OFFSET = 98.07' RT, BASELINE "AR" STA. 31+33.40, OFFSET = 88.33' RT, BASELINE "AR" PERMANENT PIPES a D715 SWM BASIN OUTLET STRUCTURE W/TRASH RACK 8 TEMPORARY PIPES n ANTI -VORTEX DEVICE PIPE SUMMARY g 60" DIAMETER RISER PIPE SUMMARY PHOTO NO.6 PHOTO NO. 7 RISER ELEVATION =498.60 D100 -D101 156 LF- 24"RCP. CLASS III TORIFICE INVERT IN =494.00 @SLOPE =1.20% D114 -D133 96 LF -48" HDPECPP, CLASS I MODIFIED n IT INVERT IN = 488.60 W SLOPE = 1.50% B 30"INVERTOUT =488.00 BTA. 33+29.68, OFFSET =137.76' LT, BASELINE "AR" 13101- D102 48 LF - 24" RCP, CLASS III c @SLOPE = 1.50% 13116-13717 13SLF-30 RCP,CLASS III 13716 DROP INLET, STD DI -3C W/O FACE THROAT 60" DIAMETER RISER 13102-13705 @ SL PE24"RCP. 2.00 ASS III � SLpPE = 2.00% 13717-13133 @ SLOP _ O 0" HDPECPP, CLASS I MODIFIED THROAT LENGTH =8.0 FEET L PE .50°h u� TOP ELEVATION -508.50 @SLOPE e 13103-131 L 18 C . 04 100 F "R P CLASS III N THROAT INVERT = 50T00 30" INVERT IN = 478.80 Q SLOPE - 4.00% 13121 -13139 124 LF -4B' HDPECPP, CLASS I MODIFIED 30" INVERT OUT = 484.21 SLOPE = 0.70% c D104-13705 120 LF -18' RCP, CLASS III i STA. 32+89.73, OFFSET = 134.57' RT, BASELINE "AR" @ SLOPE = 3.00% D133 -D134 80 LF -48' HDPECPP, CLASS I MODIFIED 6 m _ Dl 17A ENDWALL, STD EW -2 WANINGS FOR 13105-13706 120 LF -36" RCP@SLOPE = 1.50% 5 4:1 SLOPE AND SPECIAL FILTER , CLASS IV 8" TOP ELEVATION =486.97 SLOPE = 0.50% 13137-13738 72 LF 1CMP 9 30'INVERTOUT =483.47 ®SLOPE = 1.00% STA. 31+49.26, OFFSET =181.60' RT, BASELINE "AR" 13108- 0109 76 LF RCP, CLASS III @ SLOPPEE = 3.00% D119 SWM BASIN OUTLET STRUCTURE W/TRASH RACK 8 ro 13110-13711 16 LF- E RCP, CLASS III ANTI -VORTEX DEVICE SLOPE `? 72" DIAMETER RISER = 1.0% RISER ELEVATION =529.50 13711-D112 148 LF-36"RCP, CLASS 12" INVERT IN = 523.00 @ SLOPE = 1.0% PHOTO NO. 8 PHOTO NO. 9 48"IINVERTIOUT =516.00 STA. 36+74.56, OFFSET=156A7' RT, BASELINE "AR" a 6 DOAV NO. JOB NO. s o ` IMPROVE RUNWAY 21, EXTEND ERSA CS0004-34 VA 07024.02 ga 9711 Farrar Court, Suite 100 �� DELTA AIRPORT rPc DRAWN BY: JPS SHEET Richmond, Virginia 23236 0 SUSAN E.WINSLOW Y DRAINAGE SUMMARY &17 8 RESUBMITTAL TO COUNTY ENGINEERING DEPT JOB JON 06I01/09 LIC. N0.026212 CRICKENBERGER STREAM PHOTOS DESIGNED BY: OF roo 7 RESUBMITTALTO COUNTY ENGINEERING DEPT JDB JON 04/01/09 phone: (804) 275-8301 •fax: (804) 275-8371 �o/�il �r 01At'� p� IDN/ WME [� r 41 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 WWW • d e I t a o i r p o r t . c o m CONSUL TANTS, INC FS D. �1r SCALE: DATE: 85 cx3LL 81ONAL e� U CHARLOTTESVILLE-ALBEMARLE AIRPORT I'= 50 JUNE 2008 VVV VVV NO. REVISIONS BY APP. DATE a E r i 7 ii / i / / / / TIE INTO G FENCE / / _WBL�l / / t / 600' LT / ,600, -CT _ / / / / - ` .RELOCATE 4''BARBED'�dIRE .'/ I/ 6 ' FENCR 10' O,FF EDGE OF/. ' / - / GRAV�L'R'Gj11J Lo "19N` S D" K:, - '- 13+70 .I / O / , 1/4% E REMOVE 8 RE-INST-ALL RIPRAP AS OROERE µp N ENGINEER. - - / / I - / , i OTE: I�'INSTALL 4'#ARSED I"N' INSTALL DOUBLE 36" WIRE FENCE / / I. DOWNSTREAM CHANNE 11�7f�ROVEMENT3 SHALL BE COORDINATED - ENDWALL (EW -6S)/ - / - / / WITH COUNTY ENGINE R, DjQ AND DOWNSTREAM PROPERTY OWNERS. EXACT LIMITS OF I ROVEM NTS MAY BE ADJUSTED INFIELD. REP CE -DOUBLE 36" CMP' WI DOUBLE *ROP, CL. 111 i -MATCH EXISTING INVERTS.: TIE INTO EXISTING ENCE - MAINTAIN EWA'.- ;3; SLO PE FOR I,`,.;LL LENGTH OF Ir / RAJS5D ROJqWAY 485' - - --�_ — � 3 , MAT EXtST NG �I OG E APPRQX/ ��// �a I�/14�70 -// .../�490- _; 300' LT f. l.\1�r -.// �� `-.-----------------. __--4°5-x, ' r say_ ----- 1 -..�PHOTO NUMBER SEE SHEET 17 FOR PHOTOS / _. 3o D 30 60 9 a_._ _. 9500 : / / SCA 468 FEET 468 , 6 468 \ 467.5 467'1 CRTC ENBERGER L NE 467 /i 466.6 467 PH DPOSED GRA E 468 466.2 PROPOSED SPLINE CUR E. 466 `\'�\ \ \^�\%< ^%\%y\\<o \\ 466 FIELD ADJI JSTMENTS MA BE PROPOSED _ ILL �-- MADE AS ENGINEER ORDERED:BY T IE 465 465 v N\\�;�\ vvi�ivr 465 ( \ \ EXISTING RADE V�VA\/ C LVEPtT CROSS I 462 464 ., 464 -'-1 DOUBLE 36" RCP 100' EW -63 ENDWALL 463 459 463 ` 459 vmm�i m fo EXISTING DC UBLE 36" CMP TO w< — 'm�im0rnrnt'ib9m. cwD BE REPLACi D WITH DOUBLE trp:i 0 Neo Doe 462 456456 36" RCP (E L AME INVERTS 462 INVERTIN( )=461.99 - 461 INVERT IN (E) = 461.83—/?, 461 49 "CMp 460 460 INVER OUT (W) 4611.09 INVE OUT(E)=4 .18 L — — — —'�\ 459 59 458 458 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 CRICKENBERGER LANE CROSS SECTION & DOUBLE 36" PIPE PROFILE SCALE: H: 1'=10' V: 1"=l' CRICKENBERGER LANE CENTERLINE PROFILE SCALE: H: 1'=30' V: 1 "=3' SHEETINDEX — — — — — FUTURE DEVELOPMENT —LOD— LIMIT OF DISTURBANCE PROPOSED DIVERSION DD3.10 DIKE EXISTING DRAINAGE PIPE PROPOSED DRAINAGE PIPE EXISTING FENCE X PROPOSEDFENCE SF PROPOSED SILT FENCE SF3.05 PROPOSED SLOPE DRAIN --- PROPOSED UNDERDRAIN(UD) —weL WATER PROTECTION ORDINANCE BUFFER ---- STREAM HEAD 100'BUFFER O STREAM HEAD CULVERTINLET CIP3.08 PROTECTION STORM DRAIN INLET IP3.07 PROTECTION ® INLET PROTECTION IP3.07 ROCK CHECK DAM CD 3.20 2 ACRES OR LESS D ROCK CHECK DAM CD 3.20 2-10 ACRES $pA STOCKPILE AREA ST# SEDIMENT TRAP QST3.13 F-7.7 PROPOSED ACCESS ROAD PROTECTIVE DITCH LINING VDOT STD EC -3, TYPE "A" RIPRAP OUTLET PROTECTION PROPOSED GRASS PAVERS ® PROPOSED GABION STAIR STEP 1777-7-7777-7-7773 PROPOSED GRAVEL ROAD PROPOSED NATURAL FIBER MATTING PROPOSED NATURAL FIBER ROLL PROPOSED WRAPPED PLANT ROLL PROPOSED COIR FIBER BLOCK ® (2 ROWS) NOTES 1. CONTRACTOR'S MEN AND EQUIPMENT SHALL REMAIN OUTSIDE THE LOCALIZER CRITICAL AREA AT ALL TIMES. 2. REFER TO GRADING 8 DRAINAGE ALTERNATE SHEETS FOR ADDITIONAL INFORMATION REGARDING THE GRADING INCLUDED IN EACH OF THE THREE ALTERNATES. 3. EROSION AND SEDIMENT CONTROL MEASURES, (SILT FENCE, DIVERSION DIKES, ETC.), ARE SHOWN IN AN APPROXIMATE MANNER ONLY AND SHALL BE FIELD VERIFIED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, e d pLT ` IMPROVE RUNWAY 21, EXTENDERSA DOAV NO. JOB NO. CS0004-34 VA 07024.02 9711 Farrar Court Suite 100, ✓ DRAWN BY: SHEET Richmond, Virginia 23236 - ? DELTA AIRPORT G SUSAN E.WINSLOW ; CRICKENBERGER STREAM 'RS 17A v LIC. NO. S78i14, RESTORATION DESIGNED BY: JDN/WME OF 0 8 RESUBMITTALTO COUNTY ENGINEERING DEPT JDB JOIN 05/01/09 phone: (804) 275-8301 • fax: (804) 275-8371 A a h 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 W WW • d e I t a a i r p o r t. c o m CONSUL TA V TSS INC. ��A�' �� $ 5 SS1pNAL wN CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: � NO. REVISIONS BY APP. DATE AS SHOWN JUNE 2008 \ \ \ 468 468 PROPOSED SPLINE CUR E. \ \ FIELD ADJI JSTMENTS MA BE MADE AS ENGINEER ORDERED:BY T IE 465 v N\\�;�\ vvi�ivr 465 \ \ C LVEPtT CROSS ING 462 462 1 100' 459 459 vmm�i m fo ` pl M N 'i .- o o o w< — 'm�im0rnrnt'ib9m. cwD trp:i 0 Neo Doe 456456 11+'0 11+70 12+00 12+30 12+60 12+90 13+20 13+50 —+ 4o 14+10 14+q0 4 CRICKENBERGER LANE CENTERLINE PROFILE SCALE: H: 1'=30' V: 1 "=3' SHEETINDEX — — — — — FUTURE DEVELOPMENT —LOD— LIMIT OF DISTURBANCE PROPOSED DIVERSION DD3.10 DIKE EXISTING DRAINAGE PIPE PROPOSED DRAINAGE PIPE EXISTING FENCE X PROPOSEDFENCE SF PROPOSED SILT FENCE SF3.05 PROPOSED SLOPE DRAIN --- PROPOSED UNDERDRAIN(UD) —weL WATER PROTECTION ORDINANCE BUFFER ---- STREAM HEAD 100'BUFFER O STREAM HEAD CULVERTINLET CIP3.08 PROTECTION STORM DRAIN INLET IP3.07 PROTECTION ® INLET PROTECTION IP3.07 ROCK CHECK DAM CD 3.20 2 ACRES OR LESS D ROCK CHECK DAM CD 3.20 2-10 ACRES $pA STOCKPILE AREA ST# SEDIMENT TRAP QST3.13 F-7.7 PROPOSED ACCESS ROAD PROTECTIVE DITCH LINING VDOT STD EC -3, TYPE "A" RIPRAP OUTLET PROTECTION PROPOSED GRASS PAVERS ® PROPOSED GABION STAIR STEP 1777-7-7777-7-7773 PROPOSED GRAVEL ROAD PROPOSED NATURAL FIBER MATTING PROPOSED NATURAL FIBER ROLL PROPOSED WRAPPED PLANT ROLL PROPOSED COIR FIBER BLOCK ® (2 ROWS) NOTES 1. CONTRACTOR'S MEN AND EQUIPMENT SHALL REMAIN OUTSIDE THE LOCALIZER CRITICAL AREA AT ALL TIMES. 2. REFER TO GRADING 8 DRAINAGE ALTERNATE SHEETS FOR ADDITIONAL INFORMATION REGARDING THE GRADING INCLUDED IN EACH OF THE THREE ALTERNATES. 3. EROSION AND SEDIMENT CONTROL MEASURES, (SILT FENCE, DIVERSION DIKES, ETC.), ARE SHOWN IN AN APPROXIMATE MANNER ONLY AND SHALL BE FIELD VERIFIED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, e d pLT ` IMPROVE RUNWAY 21, EXTENDERSA DOAV NO. JOB NO. CS0004-34 VA 07024.02 9711 Farrar Court Suite 100, ✓ DRAWN BY: SHEET Richmond, Virginia 23236 - ? DELTA AIRPORT G SUSAN E.WINSLOW ; CRICKENBERGER STREAM 'RS 17A v LIC. NO. S78i14, RESTORATION DESIGNED BY: JDN/WME OF 0 8 RESUBMITTALTO COUNTY ENGINEERING DEPT JDB JOIN 05/01/09 phone: (804) 275-8301 • fax: (804) 275-8371 A a h 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 W WW • d e I t a a i r p o r t. c o m CONSUL TA V TSS INC. ��A�' �� $ 5 SS1pNAL wN CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: � NO. REVISIONS BY APP. DATE AS SHOWN JUNE 2008 545 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB JDN 04/01/09 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 NO, REVISIONS BY 545 DATE \ \ 545 \ 540 540 / / 540 540 aN w '6N N aw r WN II 535 � II 535 Ham_ W IV °°~r 0)Q(DmU, W Nm 530 Ln ° .- w 530 535 -- 033��j 535 E545 NaOm K 525 wwln 525 04 �e Xn 3wu mWZ 530 � 5200 1 1 W 0 ~ 530 Mina 1cF / YW &C P ,0 SLO F� l/l C 515 1 3.00 515 / r?OLF 525 A 00 1 S4 //RC/'• O W N W 510 525 E, 510 I- Iri >O Z ce m ^ n 3wN W 3�>� W 3�N� Z W W 3WN Z W m W Z _O 505 505 520 °o ao °�� ° �f °off 520 Foo w Fm wFeo w Fo Nw IoW m WUm fnVol WQl _oaf 500 100 zzz ZZ� 515 FNM ,o, , 1 495 _ 490 / 1 490 W 485 485 LU 510 N 6> es Fla° P. Q M :^ hCu 't, C'IC 480 N OWN a NY; 510 W 480 OR Q SLOPE n1 -20I& Om / Iii CLq 5411RCP, 48 LF 2q. O m / S SLOPE CLMRCP ASS N O i 05 / O 1.50% SLOPE < W 3 505 N In wfa PROPOE ED RIPRAP /.. II r z O m 2 OUTLET PROTECTION `72', 590 n W=30', L 464 S.Y. 500 11 -- 99 zpb. y > NZ NZ om 120 LF 36" RCP, 495 . o ss Iv�' ^'' 495 _ _ - — v, II 490 o m Ol Q 490 0 i 485 485 mc, mT t7t n Qu> r;,i to vi Ip r; I[j cc,., I(im n� 480 4 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB JDN 04/01/09 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 NO, REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 1 fax: (804) 275-8371 —www.deItaairpori.com — D100 - D107 550 550 \ \ \ 545 540 / 540 aN w '6N N aw r WN II 535 � II 535 Ham_ W IV °°~r 0)Q(DmU, W Nm 530 Ln ° .- w 530 -- 033��j E545 NaOm K 525 wwln 525 04 �e Xn 3wu mWZ � 5200 W 0 ~ 520 Mina 1cF &C P ,0 SLO F� l/l 515 1 3.00 515 r?OLF In 1 S4 //RC/'• 510 E, 510 Iri >O Z � m ^ n u � _O 505 505 ao IoW _oaf 500 08Q500 zzz ZZ� FNM 495 495 _ 490 1 490 485 485 N 6> WtI] Nm P. Q M :^ hCu 't, C'IC 480 N Ni NY; W 480 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 AIRPORT� DELTA D`1 - OAM JAMES D. NIXON.N.J L10. NO.019854 All CONSULTANTS, INC. ��a�Fs�'ao D103 - D107 NOTES: 1. CONCRETE INLET SHAPING (IS -1) SPECIFIED ON STRUCTURES WITH 4' OR GREATER DROP ARE REQUIRED 2. SAFETY SLABS ISLA) IN ANY STRUCTURE TALLER THAN 12' ARE REQUIRED.LOCATION OF SAFETY SLABS SHALL BE COORDINATED WITH THE ENGINEER DURING THE SHOP DRAWING REVIEW OF EACH STORM SEWER STRUCTURE TO ENSURE THAT THE HYDRAULIC PERFORMANCE WILL NOT BE ADVERSELY IMPACTED. IMPROVE RUNWAY 21, EXTEND ERSA AIP NO. CS0004-34 DRAWN BY: PJW DRAINAGE PROFILES DESIGNED BY: r1. � JDN/ WME SCALE: DATE: l!' CHARLOTTESVILLE-ALBEMARLE AIRPORT HORMV-50 JUNE 2008 VERT: T' = 9 JOB NO. VA 07024.02 SHEET OF 49 85 8 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB I JDN 05/01/09 7 RESUBMITTALTO COUNTY ENGINEERING DEPT JDB I JDN 04/01/09 6 CHANGE ORDER NO. ONE (1) WME JDN 101109109 NO. REVISIONS BY APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deltaairport.com— D108 - D109 DELiAAIRPORT coNsuLraxTS, ►xc. 555 w 555 550 co 550 w ? a o \ 3> \ 550 \ 4 550 545 \ 540 w �_ _ 540 _ \ 545 / 545 5 i 535 w 535 530 530 540 \ 540 109 —PROPOSE RIIPRAP 6<F OUTLET P OT-ECTION w 18.R a WI=5', W: 1', ILo=16', 24 Y. 525 S<0 SS ///,a // \ \ 525 — — oo — - - \ N U = W p N \ N M N 520 0 5 520 530 � 7 Z \ W o_ �p�H OQ_QwCL \ ?w II a W \ 515 rw Q¢2z m�a:0 515 \ nl N F \i d> .i om a, $ vi G, � l ow (; 1f' - 510 1 525 9+00 9+50 10+00 10+50 11+00 11+50 12+00 D108 - D109 DELiAAIRPORT coNsuLraxTS, ►xc. 555 555 550 \ 550 \ \ 545 545 540 \ 540 w 535 5 W a w \ \ 535 o \ N U = W p N \ \ 530 \ 530 �p�H OQ_QwCL \ II a \ rw Q¢2z m�a:0 \ \ 525 UJ m Y o Dt11 525 NewCe co D110 520 520 CLASS III @ SLOPE 1.00% 515 515 510 INSTALL COI 4CRETE � 510 CRADLE. SEE "CONCRETE _- F] CRADLE C ETAILS" 0, N J OU o Z N 505 N 505 Z o O JQ ion 3a �N ❑o v L L N F wrJn 5 0 � II 7 _ 500 a 03' ;D ;0 - PROPOSED RIPRAP OUTLET ROTECTION W=16', L= 0', 143 S.Y. 495 495 INSTALL COI CRETE CRA DLE. SEE 'COl 4CRETE 148 LF 36' RCP CRADLE I ETAILS" 2 CLASS V m v @ SLOPE = 1.o0% 490 e 490 Z 7 _0 o >� z z 485 ED 485 N Chou'>, Lvf 480 N K � mai ID m- 480 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SUSAN E. WINSLOW LIC. NO. 028212 D110 - D112 NOTES: 1. CONCRETE INLET SHAPING (IS -1) SPECIFIED ON STRUCTURES WITH 4' OR GREATER DROP ARE REQUIRED. 2. SAFETY SLABS (SL -1) IN ANY STRUCTURE TALLER THAN 12' ARE REQUIRED.LOCATION OF SAFETY SLABS SHALL BE COORDINATED WITH THE ENGINEER DURING THE SHOP DRAWING REVIEW OF EACH STORM SEWER STRUCTURE TO ENSURE THAT THE HYDRAULIC PERFORMANCE WILL NOT BE ADVERSELY IMPACTED. IMPROVE RUNWAY 21, EXTEND ERSA DRAINAGE PROFILES AIP NO. CS0004-34 DRAWN BY: PJW DESIGNED BY: JDN/ WME VA 07024.02 SHEET OF 50 SCALE: DATE: 85 CHARLOTTESVILLE-ALBEMARLE AIRPORT HORIZ:1'=50' JUNE 2008 vV VERT: 1"= 5' 595 595 \ ~ 590 590 \ 0 ruJm \ 3 K II 585 a W > 585 oQ� \ ❑o 580 \ 1z 580 W v \ N 575 575 „712 PROPOSED I IPRAP LF 15"RCP ''* OUTLET PR TECTION 'g' @ SLOP LASS III W,=4', W2=18. L2=9', 11 S.Y. 570 = i. 570 II z z n \ �� \ O 565 a \ 565 W N Q Uvr > OZ d m II F > N z W 560 O 560 _ zz in �n 555 _ 555 rj�n iii �. Nn Nin 550 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 D122 - D123 NOTES: 1. CONCRETE INLET SHAPING (IS -1) SPECIFIED ON STRUCTURES WITH 4' OR GREATER DROP ARE REQUIRED 2. SAFETY SLABS (SL -1) IN ANY STRUCTURE TALLER THAN 12' ARE REQUIRED.LOCATION OF SAFETY SLABS SHALL BE COORDINATED WITH THE ENGINEER DURING THE SHOP DRAWING REVIEW OF EACH STORM SEWER STRUCTURE TO ENSURE THAT THE HYDRAULIC PERFORMANCE WILL NOT BE ADVERSELY IMPACTED. (,TH O IMPROVE RUNWAY 21 EXTEND ERSA AF No. JOB No. tip F � C50004-34 VA 07024.02 9711 Farrar Court, Suite 100 • 0 DRAWN BY: SHEET Richmond, Virginia 23236 _ DELTA AIRPORT U JAMES�XON,J . > DRAINAGE PROFILES PJW 53 i L�� .812989 DESIGNED BY: 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JDB JON 04/01/09 phone: (804) 275-8301 • fox: (804) 275-8371 CONSULTANTS, '�� s O//O �¢ � " � JDN/ WME OF 6 CHANGE ORDER NO. ONE (1) WME JDN 07/09/09 www . d e I i a a i r ort . c o m o'�F s tiyo`$� y�� SCALE: DATE:85 NO. REVISIONS BY APP. DATE TONAL e �' CHARLOTTESVILLE-ALBEMARLEAIRPORT HORIZ:I•-5o VERT. 1 = s' JUNE 2008 D135 - D136 a1 Y U ttpp F� jw,D 510e�iX IF o 5110 515=oma$ 0I�W -W 30�w 515 w O w II � M r W 505 ~ ¢" _ 5015 510 D135 510 � 13 500 5010 505 \ ` \ U 505 \ 'v N13 495 `:�J/_ U 4915 500 m 500 84 LF 24" @ SLOPE CMP PROPO ED RIFFRAFF PROPC 1.009/, OUTLET PROTECTION 490 . \ OUTLE r PROTECTIO W=5', L= 6', 18 S.Y. 4910 W=7', L m 495 @SLOPE=�. P' � 495 o � 485 �\ 'o a \ 4815 0 0 \ m N i Z \ 480 V 48{0 475 490 4T5 470 4710 Z 4654615 q �n 485 9+00 9+50 10+00 10+50 11+00 11+50 12+00 D135 - D136 D137 - D138 NOTES: 1. CONCRETE INLET SHAPING (IS -1) SPECIFIED ON STRUCTURES WITH 4' OR GREATER DROP ARE REQUIRED 2. SAFETY SLABS (SL -1) IN ANY STRUCTURE TALLER THAN 12' ARE REQUIRED.LOCATION OF SAFETY SLABS SHALL BE COORDINATED WITH THE ENGINEER DURING THE SHOP DRAWING REVIEW OF EACH STORM SEWER STRUCTURE TO ENSURE THAT THE HYDRAULIC PERFORMANCE WILL NOT BE ADVERSELY IMPACTED. pyTA 0 IMPROVE RUNWAY 21 EXTEND ERSA AIP NO. JOB NO. DELTA AIRPORT aEP p CS0004-34 H 07024.02 9711 Farrar Court, Suite 100 °� � - Gv DRAWN BY: SHEET Richmond, Virginia 23236Z JAMES D. NI ON,J . > DRAINAGE PROFILES PAW 55 LIG NO. 919BU DESIGNED BY: OF hone: (804) 275-8301 • fax: (804) 275-8371 a 19 q JDN/ WME 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JOB JON 04/01/09 p CONSUL TANTS INC. 4o Fs O/ O v �� (yVp,1y,,•/_✓eee,,,� $ 5 www.deltaairpor}.com �} 'L"i O SCALE: DATE: 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 S1ONAL eN li' CHARLOTTESVILLE-ALBEMARLE AIRPORT HORIz: %' VFRT: v' = s JUNE 2008 NO. REVISIONS BY APP. DATE a1 Y la-UUw W o 515=oma$ 515 II iYQF � W 0:O2w W 2Xwrow 510 ��am� 510 � 13 505 \ ` 505 U 500 m 500 138 PROPC SED RIFFRAFF . \ OUTLE r PROTECTIO 72 LF 8".._ W=7', L 28% 20 S.Y. 495 @SLOPE=�. P' 495 �\ 11 m 490 490 O Z W 485 485 480 480 Of a,In r V 47 $N v 475 9+00 9+50 10+00 10+50 11+00 11+50 12+00 D137 - D138 NOTES: 1. CONCRETE INLET SHAPING (IS -1) SPECIFIED ON STRUCTURES WITH 4' OR GREATER DROP ARE REQUIRED 2. SAFETY SLABS (SL -1) IN ANY STRUCTURE TALLER THAN 12' ARE REQUIRED.LOCATION OF SAFETY SLABS SHALL BE COORDINATED WITH THE ENGINEER DURING THE SHOP DRAWING REVIEW OF EACH STORM SEWER STRUCTURE TO ENSURE THAT THE HYDRAULIC PERFORMANCE WILL NOT BE ADVERSELY IMPACTED. pyTA 0 IMPROVE RUNWAY 21 EXTEND ERSA AIP NO. JOB NO. DELTA AIRPORT aEP p CS0004-34 H 07024.02 9711 Farrar Court, Suite 100 °� � - Gv DRAWN BY: SHEET Richmond, Virginia 23236Z JAMES D. NI ON,J . > DRAINAGE PROFILES PAW 55 LIG NO. 919BU DESIGNED BY: OF hone: (804) 275-8301 • fax: (804) 275-8371 a 19 q JDN/ WME 7 RESUBMITTAL TO COUNTY ENGINEERING DEPT JOB JON 04/01/09 p CONSUL TANTS INC. 4o Fs O/ O v �� (yVp,1y,,•/_✓eee,,,� $ 5 www.deltaairpor}.com �} 'L"i O SCALE: DATE: 6 CHANGE ORDER NO. ONE (1) WME JDN 01/09/09 S1ONAL eN li' CHARLOTTESVILLE-ALBEMARLE AIRPORT HORIz: %' VFRT: v' = s JUNE 2008 NO. REVISIONS BY APP. DATE