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HomeMy WebLinkAboutWPO201400014 Plan - Stormwater Stormwater Management Plan 2015-01-26 (2)Iwo 014 ti DIVISIONS BY RIGHT REQUIREMENTS w'' PERMIT (AMENDED 8- 14 -85) GROSS DENSITY OWNER: CHARLOTTESVILLE - ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973 -8342 PLAN PREPARER: DELTA AIRPORT CONSULTANTS, INC. WILLIAM ESCHENFELDER ADDRESS: 9711 FARRAR COURT, SUITE 100 RICHMOND, VIRGINIA 23236 PHONE NO: (804) 275 -8301 ZONING: RA, EC TAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT DRAINAGE AREA: IMPERVIOUS COVER: EXISTING: 9.34 AC PROPOSED: 10.88 A C LIMITS OF DISTURBANCE. 5.90 AC PROJECT AREA 4.40 AC DISTURBED PROJECT AREA INCLUDES 1.5 AC RESURFACING AREAS OBTAINED FROM PROJECT AREA STORMSEWER MAPS CHARLOTTESVILLE- ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA SURFACE PARKING EXPANSION EROSION AND SEDIMENT CONTROL AND 0 z g a go U �o >U 0 U oW �Q z W NO. REVISIONS BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deltaairport.com STORMWATER MANAGEMENT PLAN NON -AIP (LOCAL ONLY) WPO- 2014 -00014 DELTA PROJECT NO. 1 2064 FOR THE CHARLOTTESVILLE- ALBEMARLE AIRPORT AUTHORITY JULY 2014 SCALE: 1" = 2000' DELTA AIRPORT CONSULTANTS, INC, �p'I,TH of Lj U KENNETH W BRAMMER > LIC. NO. 012995 1 ZZ �S �SSIONAL WPO PLANS SIGNATURE SET: JANUARY 22, 2015 MINIMUM SETBACK AND YARD REQUIREMENTS: AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS FOLLOWS (s 20 -10 4,12-10-80, 8- 14 -85; s 18 -10 4, ORD 98 -A(1), 8 -5 -98, ORD 08-18(7),11-12-08) (COUNTY CODE 18 -10 4) THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. DIVISIONS BY RIGHT DIVISIONS BY SPECIAL USE REQUIREMENTS (AMENDED 8- 14 -85) PERMIT (AMENDED 8- 14 -85) GROSS DENSITY 0 5 DU /AC 0 5 DU /AC MINIMUM LOT SIZE 2 0 ACRES 2 0 ACRES MINIMUM FRONTAGE EXISTING 250 FEET 250 FEET PUBLIC ROADS DEPARTMENT OF FIRE RESCUE MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS SHEET HEALTH DEPARTMENT YARDS, MINIMUM FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR PRIVATE ROAD) (AMENDED 11- 13 -91) 25 FEET 25 FEET SIDE 25 FEET 25 FEET REAR 35 FEET 35 FEET MAXIMUM STRUCTURE HEIGHT 35 FEET 35 FEET (s 20 -10 4,12-10-80, 8- 14 -85; s 18 -10 4, ORD 98 -A(1), 8 -5 -98, ORD 08-18(7),11-12-08) (COUNTY CODE 18 -10 4) THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. �'NJ TH OF U ESCHENFELDER LIC. NO. 045144 SIGNAL "X" DENOTES SHEETS INCLUDED IN EACH SUBMITTAL. SURFACE PARKING EXPANSION COVER SHEET APPROVED by the Albemarle County Community Develop ent Department Date 1720 2 is File_ A01 `+ l s " s vvm AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH DESIGNED BY: OF SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT I SCALE: (DATE: AS SHOWN JULY 2014 yy� pr'I �y� E � _ ���.✓ .�a $ �'�, M Il�N q'p J�I��E�ii �I III h' I�'vVV' �� 4�1 ,f4o,f� 10 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING I'Iflllli i'I'dlll�l ENGINEER INSPECTIONS IVk I�'iu inrtl ARB DEPARTMENT OF FIRE RESCUE 'N ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINA DEPARTMENT OF TRANSPORTATION SHEET HEALTH DEPARTMENT �'NJ TH OF U ESCHENFELDER LIC. NO. 045144 SIGNAL "X" DENOTES SHEETS INCLUDED IN EACH SUBMITTAL. SURFACE PARKING EXPANSION COVER SHEET APPROVED by the Albemarle County Community Develop ent Department Date 1720 2 is File_ A01 `+ l s " s vvm AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH DESIGNED BY: OF SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT I SCALE: (DATE: AS SHOWN JULY 2014 ' i lihl ii IIi I'Iflllli i'I'dlll�l liluu6IIII iIi sill IVk I�'iu inrtl �� II 'N �'I tlNIIQII�II�rAIHr{ IIIPfliiG'' NIIrIPlul {iiil'6d'�f���6ulu'%^' SHEET TITLE WPO NO. 1 COVER SHEET X 2 SUMMARY OF QUANTITIES 3 GENERALNOTES X 4 MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES X 5 PHASING LAYOUT & NOTES 6 DEMOLITION LAYOUT X 7 GEOMETRIC LAYOUT X 8 GRADING & DRAINAGE X 9 GRADING & DRAINAGE - BASIN NO 8 X 10 STAGE 1 EROSION & SEDIMENT CONTROL LAYOUT X 11 STAGE 2 EROSION & SEDIMENT CONTROL LAYOUT X 12 EROSION & SEDIMENT CONTROL NOTES X 13 EROSION & SEDIMENT CONTROL DETAILS X 14 MARKING LAYOUT X 15 STREET PRINTING LAYOUT & DETAILS X 16 PAVING & MARKING DETAILS & TYPICAL SECTIONS X 17 DRAINAGE DETAILS X 18 DRAINAGE DETAILS X 19 DRAINAGE DETAILS X 20 DRAINAGE DETAILS X 21 STORMWATER MANAGEMENT DETAILS X 22 UTILITY LAYOUT 23 UTILITY LAYOUT X 24 UTILITY DETAILS X 25 DRAINAGE & WATERLINE & CENTERLINE PROFILES X 26 CROSS SECTIONS BL SP STA 10 +20 - STA 13 +00 27 CROSS SECTIONS BL SP STA 13 +25 - STA 16 +00 L -1 LANDSCAPE PLAN X L -2 LANDSCAPE PLAN X L -3 SIGN DETAILS X L -4 LANDSCAPE, SIGN, AND LIGHTING DETAILS X L -5 LIGHT & PHOTOMETRIC PLAN X EX 1 EXISTING DRAINAGE AREA MAP X EX 2 PROPOSED DRAINAGE AREA MAP X EX 3 PROPOSED STORMWATER DRAINAGE AREA MAP X �'NJ TH OF U ESCHENFELDER LIC. NO. 045144 SIGNAL "X" DENOTES SHEETS INCLUDED IN EACH SUBMITTAL. SURFACE PARKING EXPANSION COVER SHEET APPROVED by the Albemarle County Community Develop ent Department Date 1720 2 is File_ A01 `+ l s " s vvm AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH DESIGNED BY: OF SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT I SCALE: (DATE: AS SHOWN JULY 2014 0 J 0 Q J 3 w 0 cD z O n V a V L s n L 5 L K NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deIfaairporf.com PROJECT NOTES: GENERAL: 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES NO SEPARATE PAY ITEM 2 ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT 3 BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE 4 THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT 5 THE APPROXIMATE LIMITS OF THE CONTRACTOR'S STAGING HAVE BEEN SHOWN ON THE PLANS 6 NO CONTRACTOR EMPLOYEE(S) SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF THE PROJECT SITE OR AIRPORT PROPERTY, INCLUDING THE CONTRACTOR'S TRAILER(S) OR TEMPORARY FACILITIES SECURITY: 1 THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER 2 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 3 THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS MANDATORY ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR 4 THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON - SECURE SIDE OF THE AIRPORT AT ALL TIMES THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT 5 THE CONTRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY NAME CONSTRUCTION: 1 THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I E, AIRPORT LIGHTING, ACCESS CONTROL, ETC) FROM DAMAGE BY EQUIPMENT OR PERSONNEL THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY 2 THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES AND CURB PRIOR TO INSTALLATION ANY DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION 3 THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH VDOT REGULATIONS AND THE PROJECT PLANS AND SPECIFICATIONS PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES 4 THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE BARRICADES /TRAFFIC CONTROL DEVICES DURING THE PROJECT MULTIPLE RELOCATIONS OF BARRICADES /TRAFFIC CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT THE LOCATION OF BARRICADES /TRAFFIC CONTROL DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION 5 THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER 6 THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT SEE THE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE ROADWAYS 7 ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM 8 AT THE COMPLETION OF THE PROJECT TURFED SECTIONS OF THE HAUL ROADS SHALL BE SHAPED TO SMOOTH LINE AND GRADE, SEEDED R -603, AND MULCHED R -603 AND LEFT IN SERVICEABLE CONDITION THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS (NO SEPARATE PAYMENT) ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE PROJECT 9 ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS 10 ALL BROKEN CONCRETE, ASPHALT, ETC SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES 11 ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED 12 THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION THAT IS OF A CAPACITY EQUAL TO OR IN EXCESS OF THE EXISTING DRAINAGE CONVEYANCES THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT DELTA IRPORT ,LTH OF N t� 'E S CONSUL TANTS INC. 0.045144 NAL Vy 13 SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT THE USE OF WATER SHALL BE ANTICIPATED THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON- CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST 14 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 15 TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER THE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS 16 TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM REFERENCE IS DIRECTED TO THE SPECIFICATIONS OVER EXCAVATION FOR RE- DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT TOPSOIL STRIPPING TO A DEPTH OF UP TO TWELVE (12) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT ANY STRIPPING BELOW TWELVE (12) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION 17 BLASTING IS NOT PERMITTED ON THIS PROJECT 18 THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED NO SEPARATE PAY ITEM DRAINAGE: 1 THE CONTRACTOR SHALL PROVIDE O -RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS 2 ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES 3 LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE 4 THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND /OR STRUCTURE WHICH IS BEING TIED -INTO WITH PROPOSED PIPE(S) AND /OR STRUCTURE VERIFICATIONS SHALL BE COMPLETED AND SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND /OR DRAINAGE PIPE INSTALLATION NO SEPARATE PAY ITEM 5 WELLPOINTING AND /OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT 6 THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS NO SEPARATE PAY ITEM ELECTRICAL NOTES: 1 THE CONTRACTOR SHALL HAVE A TONE GENERATOR TYPE CABLE TRACER ON SITE AT ALL TIMES (NO SEPARATE PAY ITEM) 2 ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODE AND CURRENT NEC HANDBOOK 3 THE LOCATION OF ALL UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION NOT ALL UTILITIES ARE NECESSARILY SHOWN APPROXIMATE "AS -BUILT PLAN" LOCATIONS ARE SHOWN 4 ALL EXISTING ELECTRICAL EQUIPMENT REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER AND STORED AT THE AIRPORT AT A LOCATION AS ORDERED BY THE ENGINEER AND /OR OWNER UNLESS OTHERWISE NOTED. 5 CONTRACTOR SHALL COORDINATE (AT LEAST 48 HOURS IN ADVANCE) INTERRUPTION OF ELECTRICAL SERVICE WITH THE ENGINEER / OWNER ANY DAMAGE TO EXISTING CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED TO THE ENGINEER'S SATISFACTION, BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE 6 THE CONTRACTOR SHALL BE REQUIRED TO CONNECT PROPOSED CIRCUITS TO THE EXISTING CIRCUITS AS ORDERED BY THE ENGINEER ALL WORK REQUIRED TO MAKE THE CONNECTIONS TO EXISTING CIRCUITS SHALL BE INCIDENTAL TO THE PROJECT (I E, PUNCHING INTO EXISTING MANHOLES FOR CONDUITS) GENERAL CONSTRUCTION NOTES 1 ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS 2 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE 3 ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID 4 ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 5 TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 6 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE 7 FOR ADDITIONAL CONSTRUCTION NOTES, PLEASE SEE MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES SURFACE PARKING EXPANSION GENERAL NOTES AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH 3 DESIGNED BY: OF SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: 27 NONE JULY 2014 _T T _T__ F/7727//7/7777/_ T;; '7T1��� —) � //I lJ/fJ Iii y ' •z TYPE OF PARKING NO. OF SPACES HANDICAP SPACES PASSENGER — — — — BM# LONG TERM 748 NORTHING SHORT TERM 108 CAP ECONOMY 132 11497952 214 OVERFLOW* 201 60590 TOTAL 1,189 22 PK 60514 3937500 758 EMPLOYEE 3735 PK PROPOSED 147 1 11497548 070 FUTURE 21 TOTAL 168 6 TOTAL REQUIRED 28 HANDICAP EXISTING 25 PROPOSED 3 TOTAL PROVIDED 28 *NOTE THE EXISTING OVERFLOW PARKING HAS 174 TOTAL SPACES IN ALL OTHER PASSENGER LOTS, NO ADDITION OR SUBTRACTION OF SPACES ARE PROPOSED, AND THE NUMBER ABOVE INDICATES EXISTING AND PROPOSED CI �J ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED 5 THE MAXIMUM ALLOWABLE SLOPE IS 2 1 (HORIZONTAL VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3 1 OR BETTER ARE TO BE ACHIEVED 6 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III 9 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 10 FIELD SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH GALE AND ASSOCIATES INC a 914 MONTICELLO ROAD N CHARLOTTESVILLE, VIRGINIA 22902 (434) 977 -0205 C) DATE JANUARY 2014 N 11 AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY w POTOMAC AERIAL SURVEYS FREDERICK COUNTY AIRPORT U) 1319 BUCHEIMER ROAD w FREDERICK, MARYLAND 21701 Q 303 - 698 -9944 2 DATE NOVEMBER 2011 �o ON Q� U � d' @ N (0 0 Z r L. N x N rl&I uOrk K BY I APP. I DATE - 1 "+ BASIN #9 ' El D _I 7 -- ;_ o I 1 I! <-> 101\ 1 1/1 / / /// Q 1 0� DIID 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 THAN 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 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com ;lit. =..a"• £z���� -; - s •, ,��s� ,s, < ,fit: °,_ v r, 0`1' 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 REPAIR 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 21 THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL (WATER PROTECTION ORDINANCE SECTION 17-204G) 22 PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED (WATER PROTECTION ORDINANCE SECTION 17 -207B) 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 DELTA AIRPORT CONSULTANTS, INC. NLTH OF � 0 �LLI M M. U ESCHENFELDER y LIC. 0.045144 SS10NAL �lyG FA i i VERTICAL DATUM IS NAVD88 �a V 100 0 100 200 SCALE 1" =100' FEET LEGEND PROJECT OUTFALL — — — — BM# DESCRIPTION ELEVATION NORTHING EASTING 3716 CAP 60230 3937799 644 11497952 214 3729 CAP 60590 3937352 957 114497779 431 3731 PK 60514 3937500 758 11497689 392 3735 PK 60103 3937340 051 1 11497548 070 VERTICAL DATUM IS NAVD88 �a V 100 0 100 200 SCALE 1" =100' FEET LEGEND LIMITS OF DISTURBANCE EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS (SLOPES >25% NOTE INCLUDES SLOPES CONSTRUCTED UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) MANAGED STEEP SLOPES AND DRAWN BY: MJH ALBEMARLE COUNTY NOTES DESIGNED BY: SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: I DATE: 1 = 400 JULY 2014 JOB NO. 12064 IL SHEET 4 OF 27 PROJECT OUTFALL — — — — AIRPORT PROPERTY LINE (APPROX.) ALBEMARLE COUNTY STREAM BUFFER — — — — FUTURE DEVELOPMENT �—► HAUL ROUTE CE CONSTRUCTION ENTRANCE CSA CONTRACTOR STAGING AREA CEP CONTRACTOR EMPLOYEE PARKING EXISTING MANAGED STEEP SLOPES LIMITS OF DISTURBANCE EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS (SLOPES >25% NOTE INCLUDES SLOPES CONSTRUCTED UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) MANAGED STEEP SLOPES AND DRAWN BY: MJH ALBEMARLE COUNTY NOTES DESIGNED BY: SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: I DATE: 1 = 400 JULY 2014 JOB NO. 12064 IL SHEET 4 OF 27 J 0 Q J 3 E a a c� Z Q o' 0 I PRESE & ROTECT � �y � I I / / _..- -" --'' E G FENCE G luG DEMOLISH PAVEMENT IN NEW / / -- /` ISLAND AREA (TYP) 010 G / / / / / / / / / / / / /// / / /// 5 ✓ UG G UG (7T UGC' CLEAR &GRUB UGC UGF / EXISTING TREES ��� /. / / / / / / / /// /III // I ✓ �.-- °.. --'` QQ� �'� � 5 r TREE PROTECTION GF" G �i FENCING (NO PAY ITEM) /'� ��-'�u 1' TREE PROTECTION F NCING (NO PAY ITEM) SHEET KEY _,UG 314" i � �}1 G G ' DE UTTER -"' F —` P N�00 -i� UGE- -'- G EXISTIN � "UG -- - LEGEND TREE�TYP u G � \ � UGE � l�`w3 // I J � �"�/ EXX EXISTING STRUCTURE NUMBER UG EXISTING DROP INLET DEMOLISH �� / �� i' �� ��j, L1 EXISTING DROP INLET TO BE REMOVED EXISTING DEMOLISH CURB &GUTTER �-� �'- ////////// _ / I / / / 1 - I SIDEWALK AT PROPOSED TIE -IN �� / ' �DEMOLI H CURB ER 1 vc ,. — � i-- �___ U / ^�, �I � �._. -�-/ EXISTING ENDWALL /HEADWALL/WINGWALL PORTION O �P._TO REMAIN �[YEMOLISH E TtG SED TIE -IN LANDS rtYP i2 " - --'` - ” 1 1`' .- ''~ - '� SEE "GRADING I�AINAGE'iyS / �� l��FrC EXISTING WINGWALLTO BE REMOVED T — — — — \ ' I I Q EXISTING STORM MANHOLE I' , DE OLISH ^,1 -------- - - - - -- DEMOLISH EXISTING - _\\ a� "I - -L PORTION OF PIPE TO REMAIN - ' 1 ~J TREE (TYP) - ) _ EXISTING STORM MANHOLE TO BE REMOVED / - PAVEMENT IN NEW " SEE "GRADING &DRAINAGE" SHEET / / i ISLA D AREA (TYP) „ I 11 i i �� uG, / , / , , ' _ =, \ �C v��' � EXISTING POLE (LIGHTED) =_� = __ - - -_ -- — � — --- - - - - -- PROPOSED EDGE OF PAVEMENT ___ - - -- -- -- -- - - - - -- DEMOLISH EXISTING -- - - -- - -- - - -- F -- LANDSCAPE (TYP) l G - - ti 1 \ III 1111 11 \ - — — — _ \ I I — PROPOSED FUTURE EXPANSION EXISTING STORM DRAIN . . . . . . . .-UG �N G FLOW FILL PIPE _ tic UGf •••• —UG rrwr / l i I I UG� own Now mom UG7 EXISTING STORM DRAIN TO BE REMOVED rrrr ""'� """' \ 11 11 111 \�� 't I 1�Y ,,..e DEMOLI CURB &GUTTER \ 1 1 SA _ I I III ' II ED TIE -IN h 1 11 L l DE OLISH EXISTING \ ` '3 ,SAN ' ; I I �I, / / / Il AN SCAPE (TYP) \ \\ p 11� 11` /� 11111 UG \ EXISTING DITCH /Jr. EXISTING ELECTRICAL CONDUIT i i i i / I I �-� ��' ` \ \ \ I 11� 11111 �I I i .._... -.. ..-.. ._._. - N I III , AN EXISTING ELECTRICAL DUCT g^ SA \ �f/E EXISTING OVERHEAD ELECTRICAL LINE � III / III ��_%/� /i // \ 11 1 / SAN � � � DEMOLISH I I III / ' II i i i \ \ 4 1 11 1 I ' (/(t EXISTING UNDERGROUND ELECTRICAL LINE \ 11 Il 1 11 1 EXISTING U % EXISTING UNDERGROUND TELEPHONE LINE ' SIDEWALK i III t'r i \ \ ^\ 11 111 1111 EXISTING FENCE err, I I cj II L- ; II II II / / / II �I it III 1 \\ \ I il� 111 1 111 11� 11111 TF TREE PROTECTION FENCING EXISTING AIRPORT PROPERTY LINE / /,�,I�/ II I 1 1 , 11 ' DEMOLISH III III I I Il 1 11 ,SAN EXISTING SANITARY SEWER LINE u I i 13 ,c EXISTING TREE (TYP) III III cr IIII I \ 4l- / /� ° °- ��-_ -- �---w — — - EXISTING WATER LINE - �► ., ,� _ — , III rl II i II \ {lj 11 1 ' 11-- ' -U EXISTING UTILITY EASEMENT TREE PROTECTIONiy (i 11 J ) 1 — ;J� G --- - - - - -- EXISTING IRRIGATION FENCING III III III III �, \ \ p _ _ _ _ - _ sow 4 / II _ - = = CLEARING AND GRUBBING III III 1 III \ �o� / / / / / / / / /// III III ��� --- III III ox ��. �E U 1 go EXISTING PAVEMENT TO BE REMOVED H,E III II -------- - - - - -J � O � Hl�HE— /// III III � G TREE PROTECTION T " III \ \ \ - . '�� NOTE FENCING ..,�-•` ---- uG r lj l I II ♦ \ , \ �� DEMOLISH EXISTING / \ ° .yam ' 1 ALL WORK SHOWN ON THIS SHEET SHALL TREE (TYP) �__ BE INCIDENTAL TO THE MISCELLANEOUS i DEMOLITION PAY ITEM — — — — — — — — 00 ft EXISTING SIGN TO BE REMOVED AND ♦ __ _ „,,,,,,, � II I RELOCATED ROUTE 606 - DI C H V ♦ u a> m / ♦ c L S n /L S 0 / r NO. K REVISIONS� 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deIfaairporf.com BY APP. DATE III an KERSON ROAD _ 00--ow so 30 0 30 60 SCALE V =30' FEET AIP NO. JOB NO. LTx o . SURFACE PARKING EXPANSION �',�P NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET EL TA IRP T jA LL I M M. MJH �' �J U ESCHENFELDER D DEMOLITION LAYOUT 6 CONSULTAN A LIC. O. 045144 DESIGNED BY: SEW/WME OF INC* S/O��VAL SCALE: DATE: CHARLOTTESVILLE - ALBEMARLE AIRPORT 217 1 = 30 JULY 2014 CD 3 0 m 0) v m 0 N 3 a Q ti 0 0 N O\1 ti N J 61 m d- 0 N ti a U O 0 N ti Z J H } g 3 rn V O O N Z_ Q 1-50 TIE TO EXISTING DRAINAGE SUMMARY OD— — _Lp / rl b I \ 300' LL 7 \ 1 f� / 1-,' / r l 1 1 c 1 D401 GRATE DROP INLET, 48" RISER AND VDOT ST'D DI -713 W1 TYPE I GRATE GRATE ELEV: 599.50 15" INV IN: 594.33 15" INV OUT: 594.23 STA 15 +29.6, 116.7' LT, BL "SP" PIPE SUMMARY D101 -D102 54 LF 15" RCP, CLASS III SLOPE = 1.30% D400 -D401 24 LF 15" RCP, CLASS III SLOPE = 2.08% SHEET KEY m 0 D101 VDOT ST'D ES -1 FOR 15" RCP -- 15" INV IN: 603.80 "SP" TIE TO,,r-XIS ING® ) STA 12 +77.1, 113.2' RT, BL I �° �/ D102 VDOT ST'D ES -1 FOR 15" RCP ,/ ! 15" INV OUT: 603.10 "SP" STA 12 +23.5, 109.7' RT, BL D201 VDOT ST'D DI -3C CURB INLET 8' THROAT LENGTH ELEV: 604.25 18" INV OUT: 589.9± STA 10 +49.3, 117.5' LT, BL "SP" ! ! / D400 GRATE DROP INLET, 48" RISER AND VDOT ST'D DI -7B W1 TYPE I GRATE TOP ELEV: 599.50 GRATE ELEV: 599.33 ✓ % / ! '`� ' ` ' /� 15" INV OUT: 594.83 STA 15 +47.7, 100.9' LT, BL "SP" \ 1 f� / 1-,' / r l 1 1 c 1 D401 GRATE DROP INLET, 48" RISER AND VDOT ST'D DI -713 W1 TYPE I GRATE GRATE ELEV: 599.50 15" INV IN: 594.33 15" INV OUT: 594.23 STA 15 +29.6, 116.7' LT, BL "SP" PIPE SUMMARY D101 -D102 54 LF 15" RCP, CLASS III SLOPE = 1.30% D400 -D401 24 LF 15" RCP, CLASS III SLOPE = 2.08% SHEET KEY m 0 3 a a N 0 C) N N O\l N N a rn 0 0 N 0 C) 0 N z .,.-' r / / ''✓ ..-- 'f ✓ rte... !- ...-- i-�,,. ,�.- �-- --- ..,-- ✓ `" ✓ '` �,..- r ... --'i .•.- ... -. ✓ ''`✓ � ...-- -`'. -- ._--- `i,,,,i''-`' ''-'' --' ';'" ` 25 00 - ,- / / / ✓ -'' s ✓ -`' 'r„ i ✓ 20-50 - 2 00 ✓ - r /✓ i s -- - �� ° r , ✓ r- ✓ s '"r ''� ''r i % f "' //- ''r �r '.,- ..-- � w''' -• i "' ,.� �• .' ✓ - crkl .-- --- --- ....- / e / ''� 'f ,r.-- ,,..- � !- ji''.r�'�- „'✓'''.. -- i ', ,i- j'� ✓i -'"''r, � ✓�. -'” ° / ' / '� �� ''� .' '/ i '�- ' / / �, / ,� / �, �'" f-r -- --- -- i -'i --'r ✓� i ✓ r /,, ,i '/ / r r ..-- ,,� / �,• r / _._- --• --- .. • . ._._. ._._. � 1001, --' ` `-- - 'S. „ .r-- „_._. , r ,.- . .v.. _�._. ! f r.i-✓ - '- -.•.- is ! -- ',,.- ,� . fir,•- fi/ _ / "000, oll -'�� i ✓�-`" '` -'"i ✓ / E404 / ,,.- / ,,- ' w-- .-- / /„✓. �--' i ''''� - ''!. -'-''e �''^ •'/r ! '''._ --- ---" .,� i "'� ---' ! '' � , -•-.,' ,� ..-- �i �r �,,, --` / � ,_,,,,. / � � � /�f�� �� � ,� � J //' j/ / 9 0 0 �. \ / / 'i O `•` r' VDOT DI-7 / / � � ' MODIFY SWM STRUCTURE '�'i , ,' . SHEET KEY (SEE DETAIL) IIIH r F A ' / /• ,- ST 19 +* 4, 193 4 LT I i �' ` \ EXTENDED DETENTION / /j am �'�'� .� � '� /'� ) / / " r I / /� /!� LEGEND \ IN � �E �' 'C� r� \ \ BASIN # 8 '/ //lf,./ ✓,� // // x 918 33 EXISTING SPOT ELEVATION O� CONTRACTOR A CESS``TO BASIN 100, o CO \ ` OUTFACE SHALL E LIMI�fED TO MODIFY / / // +905 44 PROPOSED SPOT ELEVATION \ \ \4 \ OUTFALL STRUC STRUCTURE C \)ORDINATE / / /,. -'/ -� ♦ / // ! �' \ Op 1��(� 6 1 cr `n �1 � // -'j ''/ ''� �/ !,r '�' /'-' 'y I / 19+ 8 44, °' �' ACCESS WITH E GINEER, ND COUNTY -- �- /// �r /,. //� % �' j /j E)( EXISTING STRUCTURE NUMBER ll I11 11, I I 1A �1 1 o I \ E &SC INSPECTO 1 - �/- %-'! -'l'�� %! ' / '�' ° -- �. /� /'r' ' /- '' \ \ % t1 111 1111 I I I 1 f R21 184 67\LT CO � � � \ �� � /� /�, � /,� /-'� % %/ � '/ f / �t'"� - " / ! '� /fir ,! '' / !/'/ DXX PROPOSED STRUCTURE NUMBER 111 ! 1 it 111 i 1 I I I I 1 I '� i ' ' s'' �' /i / -'-' 0' LT VDO STD EW -12 /mss ,, /// / /1 // / / /� / / / / /// ❑ EXISTING DROP INLET STA 19 +72 0 ,,� ,� '.,, \ •� `"r- �O 1t 11 ' 1 1 �i I I I I I I I i l I 1 I � \ , \ -- �..�_... ► -_ .- -- - .-.r./r r -! ,- �i ii /- -/ ,/ -' r' - % / �j / ' / / / � r — � �,r ' / /// !/ / � / /' ,r ✓ PROPOSED DROP INLET 163 24' LT BOTTOM `EV = 559 PROPOSED FLARED END SECTION r O �� /! \ STA 19 +29 37, ♦/ // / / l,-/ !! 2 49' LT ; \ ST 20 +01.75, 118.03`Z T�� �,, --'�� ,-sue.- lr.� / jam,, rte,. t&2 0 r� ---., ---. � J .� ✓„,..� � � � �,./ /� / \ / � / � // '�/ � \ � �../%' EXISTING ENDWALL /HEADWALL/WINGWALL STAB+ -O 61, _ r� �'� _ _ - - _- r /r- rr'/ / / /,✓/ / �. / // / r--. _ _ _ / �� -` - -��r %!/ /,// �� \ /� ♦ f/ / i/ r /,,r !/ ` ` f PROPOSED ENDWALL /HEADWALL/WINGWALL 112 46 �Q° SPILLWAY CREST 560' ' '' '" „' '`� ''�',� ,,/ /-,' --'/ / /i, - - / / /// -- _ �-- '"'�' ✓ PROPOSED STORM MANHOLE \ \ \ \ lC 1111 111111 Il ll bi�(I III I ,� \ \ co _ _ _ — -- -�- -- ='_ =_ �_ = = =- =.- -'-- - �,''.' -%,-'i :%. / \ /,, /i, ,�,r�'�.- -- - -- • (y�� cr STA 19 +34 74, ----- .._. -• ..-- e ..i .� '"i .-✓° `� ,✓ /' / / // // // /.-- \ .� \ \ \ / ll�lll �� x..31 LT \ STA +03.50; 16$4-LT- �- —_— - -- -- -- °. f,„ �- r- --' /- / r / \ / / / /�'' �,,•/ // /!� ,r -- CO PROPOSED UNDERDRAINCLEANOUT °° \ �� \ �' \ II1 1111111 Iiti j I1 1 11111 1 �S'FA 19 50.57, `' _ = =-== = _=-_ = === = ''= ,� -- - - ---- -- �,�,/f -' \ /,, �; / / 'i/ i% = = _--_ (LIGHTED) \ \ ` r ' ' i ' t r + -- — — — — -- - / / / EXISTING POLE LIGHTED LU\ \ \ { 1 �' �i i i� ' I 87.18' LT - _ p = -_ _ _ = =� = -- r .- ✓ ♦ �, r / / j / / ,i/ / ~- W sue` � / ✓/ / / .-�' 1 \ `\ I , `\ - _ - s - . -� \ // / / /// ,// ! // ' y PROPOSED POLE (LIGHTED) \ „, ', , i ✓ ' - "" ' �' ' '_ - J — _ "� r-~ -`-- i 'ws -J,, - ♦ /� ''-/ / ♦ ♦ �/f // f �i� % // /// // % / / �' / \ PROPOSED SIGN � /i /,/ , /i // --' �.. OO I I1 �' , 111 ��� `\ 1\ �` - ��' -' '►-- -'" _ - L�_ - _.= — _ -- __.- ° ' ' ✓ `. ,, / / EXISTING STORM DRAIN \ \ \ 1 •, 1 1 i 111111 i t \ \ ,�_f -- .- /�- / f / 0010 \w \ \ \ \ l 111 1 1111 111111 i 1� \ \�� �~ °✓ - ' ' f fi - - "-.- — — — -- 4� f /�� ''' / 1 f�•f /// '� ''�' '`' '/ ./ / PROPOSED STORM DRAIN - -- - - - - - - J\ /-� /iii T \ \ � � 1 \ � r � r � � ✓ � �� � �r � w,- // / / fib/ / /!,/ •,.. -! „ "� / % 'r EXISTING EDGE DRAIN /UNDERDRAIN ,- / �/ �i� %ter ,-,,i .'- —~ / \ \ 1 - - - - - - - - - \ i 1 I I 1 \ ��'�, /' .--.~ „-..- ..--- .r,,,,... .--. .,.. -- -,... .•- „..-- .,,,,..,, o ,.._. - .- ...,,k ♦ ,r / / / / // l,/ / PROPOSED UNDERDRAIN 000” CTV EXISTING CABLE TV LINE ,_,.,. ..-- -' ,- --- -•,.. --.- .•.. --' ,,.,..- ,_.. -- .,. _._- / � - / ,.--„- -.... /� // \ •� /i// / �• i// / - �„ _.......... / % \ - • • EXISTING DITCH - EXISTING ELECTRICAL CONDUIT o loll ` ` I j / / _ ✓ / .- / ,/ /, / �w •••- - EXISTING ELECTRICAL DUCT 20 +00 / .- --' �' • .. - '� 21oa= -- — oo \ i.2' / 'i'�' ` ,� ! /,- %�-•- �'/ ifs -' l 1 / ! / ✓ '' ,- / \ `• ti \ + I ( �-- - -_- -�' �- / f%f'`♦ . // / / /// ' / / / / ✓ ✓ / \ OHE EXISTING OVERHEAD ELECTRICAL LINE (ICjE EXISTING UNDERGROUND ELECTRICAL LINE \ \ 1 ., -..- -. � ._-, � ..., � ...-. .- ,,J ,• r,.�„� -.., \ .,,• _"" _-.-- ----. � ,,/,,r,, ,,,/ �,✓/ / / jam,• �j! /�,,- / / / -� \ ' r .-. --' f l \ \ (JGT EXISTING UNDERGROUND TELEPHONE LINE low / / EXISTING FENCE -- _ '/ --" ✓�'� — .r -""" \ �` ' `. .�,r to '- / —COD- LIMITS OF DISTURBANCE /� ., ,r.- -- ,,, -.., ,,. ,rte/ f ,/ ter/ ,/ / / f / / E l ,.•-' \ EXISTING AIRPORT PROPERTY LINE Y" ` \ ,,`` " / '/ -''�/ ✓ ,--Y,/ '' /� /!'''`� �/'/ //'/ '"�''''/ ''�r''� '''- ,'''ifi� f/f f / i 1 �/" / '� j (--' •'" --" .,/ / / h \ �`' .., SAN EXISTING SANITARY SEWER LINE so to / ! /! -'�/ / s EXISTING WATER LINE / \ "� ' "`~'- ""'-•, `�. \ � .' /r' `-` !/ � ''�'/ .'� �,✓'".�.'/"�•.'� /// '/ /''�/ %r f / �, / / / / � \ � 00 � - EXISTING EASEMENT - -- --- - - - - -- EXISTING IRRIGATION -., ✓ / /i,,'/ / ,/ / !/ / ! I \ cS�i EXISTING RIP RAP � ® -~' r--• "' '' � --=' � ' %��l '• ''~ ''' /� ''� // r' .r /// ;o" PROPOSED RIP RAP ✓ 'r .a.- ✓✓ ✓ ✓ / /✓ f �,� ,,�,,, r /'/ { 1 I I I I I L e ♦ \ w,; 71 PROPOSED FULL DEPTH PAVEMENT `1 ' ` - .- - -'' -'�� / '' '' ✓ ' ' ' / ✓ // '� / I ,� - \ PROPOSED SEAL COAT / \ 1400, -- -- _.� - --_ -' -'.- r -/ --'- `ti I ~~ PROPOSED CLASS A3 CONCRETE 0' RT - , - / W / LJ Q 0 1 % J 0 N 3 3 2 a a E �5)0 ' N ((O 0 �� 4 o x NO. go lo \ .--� op ' 0' RT oe � / �. -- '" _ �`' � \ III 1 I I 1 1 1 � / / / / / �, I I � I � � l 1 � / � I I I � / / / / / / / / ,• / / / / / / � /'' / / / / J / / � / / �- —" , �--. _. — _ �. ` �,.. `` �, \ \ \ \ � � \ \ � � .. ,, ,,. i ) I �� 1 I / / / / / / I I I I J / / / /// / / 1 / / / / // / / ,, / � / / / / // / / / / // / / / / r ,, ,_.. -- ,,. --. �. .� --•.. � �. � \ � \ � � \ � � jj I � J j / ) 1 I I / 1 // / / i / �/ lj / ,, / / / f ,,' / / / / / / / / l / / / / / / / / / / / / / / / / / / / / / 1 / l / �- ____• _.__ _.._ -- �/ .....� \. i \ \ � \ \ \ \ t \ t t / f ,- / / / / / 1 / / / / / / '' / l/ /'� I 1 i 1 /,- -- `1IJfIII(I11f // .- r-' -- -- � --/ `. i 1 1 / \ 1 1 I I I I i ! l / -- '�,- f- `�-' �'' -_- ' -' / / / ,, / / / / / / / / / / / / / / I I J l ✓ r r _ r✓ ✓/ /r% _ _ '' ✓ / f 2 / / / / / f % / / / / f f / / 1 122 00/ NtTH of, SURFACE PARKING EXPANSION CHANGE ORDER NO ONE (1) REVISIONS PJW WME BY APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www. deItaa i rport. com IRP T ILLIAM M. ^\ UO ESCHE FE DER CONSULTAN LIC. 0.045144 INCe SS IONAL E_ GRADING & DRAINAGE - BASIN NO. 8 30 0 30 60 SCALE 1 " =30' FEET AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: MJH DESIGNED BY: CHARLOTTESVILLE - ALBEMARLE AIRPORT l SCALE: NONE SEW/WME DATE: JULY 2014 JOB NO. 12064 SHEET 9 OF 27 ti / - // O - ► / / ! / /// / / / / u�i � / / iii _i / YEMP_ORARY ---/� — I IIII I \ \ %`" / / TbPS01LSTSZCKPILE — �• \ / / / / I l '/ /` // / // / / / / r \ SHEET KEY \ � \ \ ( I ' � t I � — — � �,0� — I (�'n I 1 I I I I � � / f � \ r.,.• '"ice //i '� f / / / / � / (\ \ \� - \ \ \ \ l �/ // � i /ij/ j / // % � � �""",- 01 LEGEND 1 III \ \ / `I J EXISTING STRUCTURE NUMBER Z, BASIN #8 O EXISTING DROP INLET x'900 � \ 1 40 \ \ \ n \I II III IIIIII III // / \ \ \ \ \ EXISTING FLARED END SECTION V/ 9`i \1�01� EXISTING ENDWALL /HEADWALLIWINGWALL OD � � �I I \ \ � \ � EXISTING STORM MANHOLE .._ /_.� ��O PROPOSED ROCK CHECK DAM \ N �I I I IIIIIII I II 1 \ \ \ \ \ CEP \ \ \ 1 IIIII II IIIIIII III 1 \ \ \ \ \ \ _ _ i PROPOSED ROCK CHECK DAM (LARGE AREAS) Iwo- PROPOSED CULVERT INLET PROTECTION Ps \ \ I II II III I �\ 1 \ \ _ _ __—__ r / �/ / 1 \ \ _ — _ �-L6D ��� 1 I I I I \ \ \ TS I \ 4ii9 \\ \ \ \u \ TS \ \ \ IIIII I�IIIIIIIIIIIIII 111 \ \ _= �_ _ = / / ® PROPOSED INLET PROTECTION / 1 \ �LI OD\ PROPOSED ROCK FILTER �LOD fi- IP E3\ 1 ' \ \ \ \ PS / 0 PROPOSED SEDIMENT TRAP EXISTING STORM DRAIN , EXISTING DITCH J I I I I II �' PROPOSED DIVE RSION DIKE 3.15 /iii/ /� / EXISTING FENCE Cn -n—�__ / _SF - --E PROPOSED SILT FENCE 305 EXISTING GUARDRAIL L \ ���D— — / ' / �� �_ \ \ \ \ \ \ /,� - - EXISTING AIRPORT PROPERTY LINE 40 I / p \ \ �- \ \ \ \ / i DRAINAGE AREA BOUNDARY 1 \ I / o \ \ _ f — \ \ \ \ \ RID / / / — — — — �►•, �"� — _ \ E304 I / \\ \ \ \ p, / \ - �� ERS \ / > CEP CONTRACTOR EMPLOYEE PARKING 307 IP \ /0 TS / / CE CONTRACTOR STAGING AREA \ \ — \— \ \ SEDIMENT TRAP _ � � ROVE O 3.07 \ 6-06.. DI \ � �� -� CONSTRUCTION ENTRANCE LO D , _ _ _ so LQD_ _ _ �� .� w SF \ \ \ cn I / i / / i �i / /% /j/ /j / �j / / j / / IP INLET PROTECTION oft—aft SF TEMPOR RY - /� / TEMPORARY SEEDING TOPSOIL STQG/KPILE J 00 T � /i / /// /j I 1 (I I / / I / / —LOD— — — — / / PERMANENT SEEDING oft y —607 CONTRACTORS MEN AND EQUIPMENT — \ / wo DUST CONTROL SHALL REMAtN OT R O W _ `�� \ UNLESS PERMITTED BY VDO --�-\ / / � I I I CONSTRUCTION ENTRANCE S — — — - . / / / / / / I I / / % / /// / / / / / // /// / f/ / / / / // / / /�/ NOTES 1 MAXIMUM DRAINAGE AREA = 1 85 AC (APPROX) SEE = II / DRAINAGE AREAS OF D400 AND D401 _ \ / / \ 1 111 i ✓ / / / / / // / / / / / / / / 2 TEMPORARILY RAISE TOP 12" TO 599 57' AFTER COMPLETION OF DIVERSION DIKE AND EXCAVATE / / / / / / / \ \ I I I // / /// // // --� —`\ `\ ` \\ \ \ \ \ \ \ \ \ \ \ \ _ — — — _ \ \ \ \ \ � / / / / I ♦ � ,/ I / 1111 III 1� / , / I I TO TEMPORARY CONTOURS SHOWN ON THE PLANS / / / // \ \ \ \ \ \ \�, / ♦ I I / 1 11 I / / /ice % / / / // / r // / IN ORDER TO PROVIDE A MINIMUM OF 248 CY OF STORAGE CAPACITY THE TRAPS BOTTOM ELEVATION = 597 57' / BASIN #9 _ - � / - / _ _ _ —J �- _/ � _ _ �: � / // / J/ / \ J '/ % ' / / 1 ^ 1 \ I I I � l I / l l / \ \ \ \ ✓ / / // / /' _ � _ \ \ \ \ \ \ \ \ \ \ \ \ 1 , \ \ \ \ \ \ I / / / � / / / I I � \ \ \ � -� � \ 1 I II I I I / /'— \ \ \ \ \\ \1 \ 11 \\ I 3 REFER TO EROSION & SEDIMENT CONTROL DETAILS \111 (PLATE 3 07 -4) � 4 APPROVAL FROM THE COUNTY INSPECTOR IS _ / / \ I 1 1, \\ \ \ \ \ \ / / � \ REQUIRED PRIOR TO REMOVAL OF THE TRAP AND \\ ��=_= _ = _ _ / J I \ \\ - _ \ \ \ \ ..1 -1- �` ! \\ \ r / / ; I \ ` — 111111�\II\ \\ \\ / ', \ \ _ _= . \ � _ _ \ I / r \ \ \\ \ r \ � \ \ \ \ \ \ \ \ COMPLETION OF GRADING 4400 % CA x \ \\ \ I _ N \ \ _ \ _ _ \ I I 1 1 1 \ 1 I \ \ 1 \ \ 11 0\\ ♦♦ 'i _ �- =- f / / / ,� / � r / / � _ / / / 1 I / / 1 \ I III / / \ \ \ \ , 1 1 \ // I ► \ I 111 I I � � � \ \\ \ \ \ \ \ \ \ \ \ \\ \ \�� l III \ \ �� \\\\ / / / / / / / / / IIII/ \ / \ \ \ W \ / / / /�. \ \ \l I I ,il \ \ \ 1 1 \ c� — / / / / / / / _ — / i / / \ I ♦ \ \ \ 1 III 1 \ \ \ ♦ \ 50 0 50 100 Q � -- / / /// / �r --" / — -/ / - - I / / / f \ \►\ \\ \ %�� I / I \ I I I 1 I IIIII 1 � I 1 , \ \ \ ` \ I \ I I \ � \ 1, 1 \ SCALE 1" =50' FEET � /00F \ Oo g o AIP NO. JOB NO. �o PLTH Op SURFACE PARKING EXPANSION NON -AIP 1LOCAL ONLY) 120AA C 3 9711 Farrar Court, Suite 100 X Richmond, Virginia 23236 DELTA IRP T a� �Q N o phone: (804) 275 -8301 4 fax: (804) 275 -8371 N z� www.deItaairport.com , INCo of NO. REVISIONS BY APP. DATE ox 0 ILL I M ESCHENFELDER y LIC. 0.045144 ONAL �G DRAWN BY: SHEET STAGE 1 EROSION & MJH 10 SEDIMENT CONTROL LAYOUT DESIGNED BY: SEW/WME °F CHARLOTTESVILLE- ALBE MARL E AIRPORT SCALE: DATE: 27 1 - 50 JULY 2014 EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: 1. PROJECT DESCRIPTION THE SCOPE OF THIS PROJECT AT CHARLOTTESVILLE - ALBEMARLE AIRPORT CONSIST OF THE CONSTRUCTION OF A NEW PARKING LOT IN THE TERMINAL AREA AND THE EXPANSION AND RECONFIGURATION OF THE EXISTING EMPLOYEE LOT. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE SITE IS A PREVIOUSLY DEVELOPED AREA OF MOSTLY FLAT TERRAIN WITH A GRASS COVER, APPROXIMATELY 6.14 ACRES IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO DENSE GRASS. THE DISTURBED AREA IS AN OPEN GRASS AREA WITH SLOPES GENERALLY 5% OR LESS. 3. ADJACENT PROPERTY ROUTES 643, 743, AND 606 ARE LOCATED SOUTH OF THE AIRPORT. AREAS TO THE EAST AND SOUTH OF THE SITE OFF THE AIRPORT ARE PREDOMINATELY ZONED RA (RURAL AREAS) OR LI (LIGHT INDUSTRIAL). 4. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE PROJECT AREA: 5. 6. c� a L0 N v 0 N is w 0 U 2 CL a� 0 N 0 U w Y J Z �0 �U) oW J Q 3 0 z- U_ 0 x NO. REVISIONS 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B h. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. (MS -18) j. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. k. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION). (MS -10) I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND /OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE ALBEMARLE COUNTY EROSION CONTROL OFFICER AND POST THE REQUIRED EROSION CONTROL BOND. m. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. ALL STOCKPILES SHALL BE STABILIZED OR PROTECTED BY SEDIMENT TRAPPING DEVICES. (MS -2) n. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL o. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (STANDARD SPECIFICATION 3.10), "TEMPORARY FILL DIVERSION" AT THE TOP OF EACH UNPROTECTED CUT OR FILL SLOPE FOR THE DURATION OF THE PROJECT. THE TEMPORARY FILL DIVERSION SHALL DIVERT THE STORM WATER RUNOFF TO AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN UNPROTECTED SLOPES. (MS -8) p. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. (MS -9) q. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. (MS -11) r. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THOSE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. (MS -12) s. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX -MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. (MS -13) t. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. (MS -14) u. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. (MS -15) v. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: (MS -16) 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 7. STRUCTURAL PRACTICES 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 65B PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B b. SILT FENCE - 3.05 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. c. STORM DRAIN INLET PROTECTION - 3.07 CRITICAL EROSION AREAS ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. TEMPORARY SEDIMENT TRAPS, INLET PROTECTION, SILT FENCE, AND OTHER SEDIMENT TRAPPING DEVICES WILL BE USED TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON -SITE. EROSION AND SEDIMENT CONTROL MEASURES a. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM FOR "EROSION AND SEDIMENT CONTROL." PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING WILL BE MADE UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND /OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. c. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. (MS -3) d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. (MS -19) e. SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON -SITE MUST BE CONSTRUCTED AS THE FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. (MS 4 -6) f. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION (VESCH STANDARD SPECIFICATION 3.29). SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. (MS -7) g. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THE TEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. (MS -17) BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com d. CULVERT INLET PROTECTION - 3.08 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. e. TEMPORARY DIVERSION DIKE - 3.09 THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DIVERSION DIKE SHALL SERVE TO DIVERT SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE. f. TEMPORARY FILL DIVERSION - 3.10 THIS DEVICE SHALL BE INSTALLED AS ORDERED BY THE ENGINEER ALONG THE TOP SLOPE OF ACTIVE FILL EMBANKMENTS TO DIVERT RUNOFF AWAY FROM UNPROTECTED FILL SLOPES. g. TEMPORARY SEDIMENT TRAP - 3.13 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. h. TEMPORARY SEDIMENT BASINS - 3.14 THESE DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DETAIN SEDIMENT -LADEN RUNOFF FROM WATERSHEDS GREATER THAN THREE (3) ACRES FOR A SUFFICIENT TIME TO ALLOW MOST OF THE SEDIMENT TO SETTLE OUT. i. TEMPORARY SLOPE DRAINS - 3.15 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DEVICE SHALL CONSIST OF FLEXIBLE TUBING INSTALLED TO CONVEY RUNOFF FROM THE TOP TO THE BOTTOM OF A DISTURBED SLOPE WITHOUT CAUSING EROSION ON OR BELOW THE SLOPE. j. OUTLET PROTECTION - 3.18 RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER TO REDUCE EROSION AND UNDER - CUTTING AT NEWLY INSTALLED OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS. _ DEL TA AIRPORT Aevc CONSULTANTS, INCo k. CHECKDAMS - 3.20 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. 8. VEGETATIVE PRACTICES a. SURFACE ROUGHENING - 3.29 SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF THE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLY ROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. b. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. c. TEMPORARY SEEDING - 3.31 THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH - GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST - GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 9. MANAGEMENT STRATEGIES a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. c. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. d. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. e. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. f. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY THE COUNTY ESC INSPECTOR AND ENGINEER PRIOR TO INSTALLATION IN ORDER TO ENSURE COMPLIANCE WITH INTENT OF DESIGN. 10. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. 11. STORM WATER MANAGEMENT ALL PROJECT DRAINAGE WILL BE ATTENUATED BY TWO EXISTING BASINS. BIOFILTERS HAVE BEEN PROPOSED TO MEET WATER QUALITY REQUIREMENTS. 12. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. a. THE INLET PROTECTION DEVICES SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. b. THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. c. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. d. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. e. ALL SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT. THE CONTRACTOR SHALL PROMPTLY REMOVE BUILT UP SEDIMENT WHEN IT REACHES THE STAKES SET AT THE CLEANOUT ELEVATION AND AT THE END OF THE PROJECT. 13. SEQUENCE OF CONSTRUCTION OVERALL a. E &SC MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMUM. IT IS FULLY EXPECTED THAT ADDITIONAL MEASURES WILL BE REQUIRED THROUGHOUT THE PROJECT, FOR WHICH THE CONTRACTOR SHALL BE RESPONSIBLE. b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY TEMPORARY AND /OR PERMANENT SEEDING REQUIRED BY THE COUNTY. IN SOME CASES COUNTY REQUIREMENTS MAY EXCEED STATE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ASCERTAINING AND COMPLYING WITH COUNTY REQUIREMENTS FOR MAXIMUM DURATION OF UNSTABILIZED DISTURBED AREAS. c. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING E &SC BONDS AS REQUIRED BY THE COUNTY. THE CONTRACTOR IS RESPONSIBLE FOR ASCERTAINING AND COMPLYING WITH COUNTY REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INITIAL AND FOLLOW ON BONDING APPLICATIONS AND COSTS. PROJECT SPECIFIC a. CLEARLY MARK AREAS THAT ARE NOT TO BE DISTURBED b. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS c. INSTALL PERIMETER ES &C DEVICES, AS SHOWN ON THE PLANS INCLUDING SILT FENCE, INLET PROTECTION, ETC. d. INSTALL DIVERSION DIKES TO KEEP CLEAN SEDIMENT FREE DRAINAGE FROM AREAS UPSTREAM OF THE PROJECT SITE FROM ENTERING THE LIMITS OF DISTURBANCE. e. BEGIN GRADING f. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS GRADING PROGRESSES g. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. h. COMPLETE FINAL GRADING. i. INSTALL PERMANENT RIP RAP OUTLET PROTECTION AND DITCH LININGS j. UPON STABILIZATION OF ALL UPSTREAM AREAS, CONTRACT THE LOCAL EROSION CONTROL OFFICER FOR INSPECTION. AFTER APPROVAL, REMOVE THE EROSION AND SEDIMENT CONTROL MEASURES AND ACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF MATERIALS OFF -SITE AS ORDERED BY THE ENGINEER. PERMANENT SEED AND MULCH ALL DISTURBED AREAS. L SURFACE PARKING EXPANSION AIP NO. TH of t NON -AIP (LOCAL ONLY) 0 LLl MM: EROSION & SEDIMENT DRAWN BY: MJH ESCHENFELDER y LAC. O. 045144 ¢ CONTROL NOTES DESIGNED BY: SEW/WME SS' � CHARLOTTESVILLE - ALBEMARLE AIRPORT o.N.AU SCALE: DATE: . NONE JULY 2014 JOB NO. 12064 SHEET 12 OF 27 1992 3.20 1992 3.07 1992 3.02 P, 1E N AND ARMORING ROCK CHECK DAM EXCA VA TED DR OP INLE T STONE CONSTRUCTION ENTRANCE SEDIMENT TRAP 2 ACRES OR LESS OF DRAINAGE AREA ndow 70' MIN, EXISTING PAVEMENT FLOW r- 5:1 Q r OUNTABLE r" FILTER CLOTH MIN A (OPTIONAL) BERM FILTER CLOTH �r , 1� SIDE ELEVATION DRIP LINE (OPTIONAL) �_� %i �\ EXISTING GROUND (DOWNSTREAM VIEW) �r �j 70' MIN ET.OII ���� /rf � �l`� ���• B _T_ IN. WASHRACK VDOT #1 SNOW FENCE I COARSE AGGREGATE FLOW (OPTIONAL) L I WIRE SCREEN �- SEDIMENT -LADEN RUNOFF 10' MIN. FLOW _ car 3 DEPTH BELOW TOP OF INLET: 12' MIN, �--- EXISTING AS RLQUlIi>;D MIN. V- MAX. 2' PAVEMENT POSITIVE DRAINAGE 10'1' MIN J_ .1- W COURSE OAGGREGATE B I TO SEDIMENT TRAPPING DEVICE 2 -10 ACRES OF DRAINAGE AREA. � MUST EXTEND FULL WIDTH OF BOARD FENCE 1 00 MAX OPE 2: OPERATION AND EGRESS PLAN VIEW , 12' MIN. CORD FENCE 61, a STORM WATER WITH WEEP URGER PARTICLES 3' LARGER PARTICLES HOLES SETTLE OUT 3" MIN. REMOVED FOR PL,�STIC FENCE FILTER CLOTH DEWATERING = 3" MIN CORRECT METHODS OF TREE "FENCING (OPTIONAL) INSTALL GRATEELEV 5TION GRATE ELEV = 599 57 (DOWNSTREAM VIEW) E401 FILTER CLOTH SECTION A--A DRAIN INLET Y VDOT #I — 1 COARSE AGGREGATE FLOW I 3' SPECIFIC APPLICATION " 14 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF REINFORCED CONCRETE DRAIN SPACE CLASS I RIPRAP MAINTENANCE ARE DESIRABLE, SECTION B -- B f 'GRAVEL SHALL BE VDOT #3 OR #57 COURSE AGGREGATE Source: Michigan Soil Erosion and Sediment Source: Adapted from 1983 Maryland Standards for Soil Plate 3.02 -1 Source: Va. DSWC Plate 3.20 -1 Control Guidebook, 1975, and USDA -SCS Plate 3.07 -4 Erosion and Sediment Control, and Va. DSWC �I NOTES STORAGE VOLUME REQUIRED = 248 CY 00 'CORRECT TRUNK A R M.O,R I N G STORAGE VOLUME PROVIDED = 279 CY BOTTOM ELEV = 597 57 PROPOSED GRATE ELEV = 599 57 111-187 EXISTING GRATE ELEV = 598 57 111-39 111-9 TRIANGULAR, BOARD. FENCE.' _ 1992 3.07 1992 3.05 BLOCK AND GRAVEL DROP INLET CONSTRUCTION OF A SILT FENCE SEDIMENT FIL TER (WITHOUT WIRE SUPPORT) 1 SET THE STAKES 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE ALONG THE LINE OF TEMPORARY DIVERSION DIKE WIRE SCREEN CONCRETE BLOCK STAKES. 6'MAX , ■o■-�- Compacted Soil 18" min. `a'3c:'� ' •' • lay FLOW - —Flow 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES 4.5' min INTO THE ND THE EXCAVATED SOIL TRENCH T GRAVEL* FILTER WIRE SCREEN f FILTERED WATER / OVERFLOW � �/ / � ti • RUNOFF WATER WITH FLOW SEDIMENT SHEET FLOW INSTALLATION R DROP INLET (PERSPECTIVE VIEW) R q SEDIMENT WITH GRATE I I 3/MX SPECIFIC APPLICATION \ A 6 I A I \\\ / FLOM I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE — — — — -` HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. fi II�III � 2 POINTS A SHOULD BE HIGHER THAN POINT B a * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE DRAINAGEWAY INSTALLATION a (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Source: Va. DSWC Plate 3.07 -3 Barriers for Sediment Control, Sherwood and Wyant Plate 3.05 -2 s N 0 U C7 W III -38 III -25 Y_ N J 0 o CO ��PLTH of G SURFACE PARKING EXPANSION NON -AIP (LOCAL ONLY) 12064 AIP NO. JO NO. 3�9711 Farrar Court, Suite 100 "��'• DRAWN BY: SHEET N° Richmond, Virginia 23236 ,► �� ESCHENFE DER EROSION & SEDIMENT MJH 13 CONTROL DETAILS DESIGNED BY: w LIC. 0.045144 OF Q phone: (804) 275 -8301 # fax: (804) 275 -8371 A SEW/WME U W W N . d e I t a a i r p o r t. c o m / INCo U, 4 () PJW WME ZON AL CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: 27 � W NONE JULY 2014 o W NO. REVISIONS BY APP. DATE J 0 g 3 Y E 0 Z Q Cl PROPOSED 4" WIDE WHITE MARKING (TYP) �-18'--� 22 SP@ 9'x 18' M 12 SP@ 9'x18' 22 SP@ 9' x 18' EXISTING SIDEWALK �r �Ilrir �IIr -'&00 ,mob 13 SP@ 9'x 18' 4 REVENUE PARKING LOT CG -12, TYPE B (ADA RAMP) PROPOSED YIELD SIGN (R1 -2) -00? BO \jg0A EXISTING F SIDEWALK TERMINAL O 31 SP @ EMPLOYEE PARKING LOT 9'x 18' � I PROPOSED 4" WIDE 12 SP @ WHITE MARKING (TYP) 9' x 18' 18 SP@ 9'x18' 18' + EXISTING 34 SP PROPOSED WALKWAY STRIPES 20 SP @ SIDEWALK 34 SP @ @ SEE DETAIL SHEET 16 9' x 18' 9'x18' 9'x18' 30 SP@ 24'(TYP) 24' I 9'x 18' (TYP) I 17 SP@ N 14 SP@ 9' x 18' + 9'x 18' 0 C) I 1 19SP@ 10 +00 11+00 12 +0 13 +00 BASELINE "SP" 12' 24 14 +00 9'x 18 15 +00 16 00 — —I— — — —I— + — — —1— (TYP) �— — — — �- — — — — + — — — — �- -� I 8SP@ ' U 9'x 18' W IL U Z Q !Y I- �� PROPOSED 4" WIDE W 7 SP @ r WHITE MARKING (TYP) = 9'x 18' 24' (TYP) Ui ' J 18 ' W � � to 24' (TYP) ♦♦ ---i 11'I� 15 SP@ o ,�� 12 SP@ RELOCATED SPEED 9'x 18 I r 9'x 18' LMIT SIGN �• PROPOSED STOP SIGN (R1 -1) — — — — — — r — — ...� —• �' �, j PROPOSED FUTURE _-•• �- ...�� 10 I 7 SP @ �, EXPANSION �---- — Q INSET 10 so 10 00 i- ADA MARKING SEE DETAIL SHEET 16 (TYP OF 3) BONNEN `OOP NOTE SEE CRITICAL SLOPES AND ALBEMARLE COUNTY NOTES FOR REQUIREMENTS /� BASELINE "SP'_ 18 +00 — — — D O _. 24" WIDE WHITE STOP BAR as _`_. ROUTE 606 - DICKERSON ROAD o- i i / - i ti �Q 4 ^� �— INSET SHEET KEY LEGEND �- PROPOSED TRAFFIC SIGN EXISTING MARKING PROPOSED MARKING CLEAR SIGHT TRIANGLE NOTES 1 ALL PARKING SPACES MEASURE 9'x 18' UNLESS OTHERWISE NOTED L n n 30 0 30 60 q 40# N, \ \ ' ' I SCALE 1 " =30' FEET 0 E AIP NO. JOB NO. TH of SURFACE PARKING EXPANSION NON -AIP (LOCAL ONLY) 12064 3 9711 Farrar Court, Suite 100 O DRAWN BY: SHEET LLI M M. MJH Richmond, Virginia 23236 �+'i U ESCHENFELDER a MARKING LAYOUT 14 Q- LIC. O. 045144 DESIGNED BY: phone: (804) 275 -8301 # fax: (804) 275 -8371 �o %� ��� SEW/WME OF www.deItaairport.com �� f �� L SS10NAIL `' CHARLOTTESVILLE- ALBE MARL E AIRPORT SCALE: DATE: 27 r NO. REVISIONS BY APP. DATE 1 — 30 JULY 2014 b� 31 SP @ EMPLOYEE PARKING LOT 9'x 18' � I PROPOSED 4" WIDE 12 SP @ WHITE MARKING (TYP) 9' x 18' 18 SP@ 9'x18' 18' + EXISTING 34 SP PROPOSED WALKWAY STRIPES 20 SP @ SIDEWALK 34 SP @ @ SEE DETAIL SHEET 16 9' x 18' 9'x18' 9'x18' 30 SP@ 24'(TYP) 24' I 9'x 18' (TYP) I 17 SP@ N 14 SP@ 9' x 18' + 9'x 18' 0 C) I 1 19SP@ 10 +00 11+00 12 +0 13 +00 BASELINE "SP" 12' 24 14 +00 9'x 18 15 +00 16 00 — —I— — — —I— + — — —1— (TYP) �— — — — �- — — — — + — — — — �- -� I 8SP@ ' U 9'x 18' W IL U Z Q !Y I- �� PROPOSED 4" WIDE W 7 SP @ r WHITE MARKING (TYP) = 9'x 18' 24' (TYP) Ui ' J 18 ' W � � to 24' (TYP) ♦♦ ---i 11'I� 15 SP@ o ,�� 12 SP@ RELOCATED SPEED 9'x 18 I r 9'x 18' LMIT SIGN �• PROPOSED STOP SIGN (R1 -1) — — — — — — r — — ...� —• �' �, j PROPOSED FUTURE _-•• �- ...�� 10 I 7 SP @ �, EXPANSION �---- — Q INSET 10 so 10 00 i- ADA MARKING SEE DETAIL SHEET 16 (TYP OF 3) BONNEN `OOP NOTE SEE CRITICAL SLOPES AND ALBEMARLE COUNTY NOTES FOR REQUIREMENTS /� BASELINE "SP'_ 18 +00 — — — D O _. 24" WIDE WHITE STOP BAR as _`_. ROUTE 606 - DICKERSON ROAD o- i i / - i ti �Q 4 ^� �— INSET SHEET KEY LEGEND �- PROPOSED TRAFFIC SIGN EXISTING MARKING PROPOSED MARKING CLEAR SIGHT TRIANGLE NOTES 1 ALL PARKING SPACES MEASURE 9'x 18' UNLESS OTHERWISE NOTED L n n 30 0 30 60 q 40# N, \ \ ' ' I SCALE 1 " =30' FEET 0 E AIP NO. JOB NO. TH of SURFACE PARKING EXPANSION NON -AIP (LOCAL ONLY) 12064 3 9711 Farrar Court, Suite 100 O DRAWN BY: SHEET LLI M M. MJH Richmond, Virginia 23236 �+'i U ESCHENFELDER a MARKING LAYOUT 14 Q- LIC. O. 045144 DESIGNED BY: phone: (804) 275 -8301 # fax: (804) 275 -8371 �o %� ��� SEW/WME OF www.deItaairport.com �� f �� L SS10NAIL `' CHARLOTTESVILLE- ALBE MARL E AIRPORT SCALE: DATE: 27 r NO. REVISIONS BY APP. DATE 1 — 30 JULY 2014 c� a LO N ti d' O N N (U C w U) w U 3 2 a 0 O Q� ma o(0 z� �w 0X o° o q o NOTES: 00 , 1 THE STREET PRINTING PAY ITEM INCLUDES PAYMENT FOR DEMOLITION OF EXISTING PAVERS, SURFACE COURSE, TYPE SM -9 5A, STREET STAMPING AND COLORING, AND ADDITIONAL QD MAINTENANCE OF TRAFFIC TO COMPLETE THE WORK O 2 REFERENCE P -150 DEMOLITION, R -315 ASPHALT CONCRETE PAVEMENT, AND R -512 FOR ' '�r 15 REQUIREMENTS OF INCIDENTAL WORK ITEMS REFERENCE M -401 STREET PRINTING FOR STAMPING, a COLORING, AND PAVEMENT 3 THE CONTRACTOR SHALL MAINTAIN TRAFFIC ENTRY AND EXIT DURING AIRPORT HOURS NIGHT WORK SHOULD BE ANTICIPATED SHEET KEY 4 LIGHTING AND SIGNAGE, IN ACCORDANCE WITH VDOT STANDARDS, IS REQUIRED FOR NIGHT WORK AND CLOSURES °OP 5 DEMOLISHED MATERIALS SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH LOCAL, STATE, AND BOwN\' STA 16 +98 71, 157 22' LT FEDERAL LAW NO SEPARATE PAY STA 17+2160, 157 69' LT LEGEND r EXISTING AIRPORT PROPERTY LINE PROPOSED STREET PRINTING STA 16 +07 44, 108 77' LT STA 15 +95 35, 92 62' LT STA 16 +80 00, 104 23' LT NOTE STA 17 +00 69, 103 16' LT 1 ALL WORK SHOWN ON THIS SHEET SHALL BE INCIDENTAL TO THE STREET PRINTING BID STA 16 +26 93, ADDITIVE 87 81' LT EXISTING CONCRETE STA 16 +12 28, TO REMAIN (TYP) 74 00' LT 15 +00 16 +00 7 +00 BASELINE "SP" 18 +00 + — — --�-- — — + — — — — + — — — — + — INSTALL 2 1/2" THICK SURFACE COURSE SM -9 5A INSTALL 3" THICK BASE HERRINGBONE EXISTING CONCRETE BAND COURSE BM -25 0 PATTERN - 8" THICK x 36" WIDE 8" HEADER BORDER r DEMO 2 3/4" THICK PAVERS ADJACENT TO CONCRETE BANDS AND CURB �. DEMO 1" THICK SAND BED � r r EXISTING ASPHALT PAVEMENT R -310 TACK COAT DEMO 1 3/4" SUB BASE O�OOOOO OO O Oo O�a�o ODD °Oo�O oQOp OOH �OO��O '' �o °ao O OoO0000 O o O ��OoOO� oOO�QOo00OOQ� �O 00 OOOO�QOOOOO _ r r r �� ooO0�0 °00 O O O D D °OHO O�pOO o °Op�OO� OOOO ol/ O 0 OO O O OOOO r r QO °O nn EXISTING VDOT 21 B SUB BASE ♦ �• � r 8" BORDER EXISTING ROADWAY PAVEMENT SECTION STREET PRINT DETAIL NTS NTS go NOTE NOTE TE 606 - ICKERSON ROAD D 00 1 STREET SHALL BE STAMPED ASPHALT ROU . 1 DEMO EXISTING BRICK PAVERS STREET PRINT DIAGONAL HERRINGBONE INSTALL 3" BITUMINOUS BASE MIX PATTERN TO MATCH EXISTING BRICK PAVERS r BM -25 0 AND 2 1/2" BITUMINOUS r - SURFACE MIX SM -9 5A r r 30 0 30 60 SCALE 1 " =30' FEET PLTH oFG SURFACE PARKING EXPANSION AI NON ONLY) JOB NO. 12064 9711 Farrar Court, Suite 100 "-•• Richmond, Virginia 23236 ,� �\ ° LLIAMM. U ESCHENFELDER y -AIP (LOCAL STREET PRINTING DRAWN BY: MJH SHEET 15 phone: (804) 275 -8301 s fax: (804) 275 -8371 A www.deltaairport.com CONSULTANTS, INC. LIC. 0.045144 FS �G� S�oNA� � LAYOUT & DETAILS DESIGNED BY: SEW/WME OF �� CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: NO. REVISIONS BY APP. DATE NONE JULY 2014 J I— 0 g a a v C) 0 0 Z Q 0 n :V L n L n Y NO. > < 4" WIDE WHITE x 2' SPACE (TYP) WALKWAY STRIPE DETAIL NTS REVISIONS STOP SIGN NTS MUTCD "R1 -1" 30" x 30" NOTE YIELD SIGN NTS MUTCD "R1 -2" 36" x 36" x 36" 1 SIGNS SHALL BE MOUNTED ON GREEN POWDER COATED STEEL POSTS A MINIMUM OF FIVE FEET ABOVE THE EDGE OF PAVEMENT ELEVATION BY I APP. I DATE __ I 1.- 10, WHITE 3 2' PAVEMENT ARROW DETAIL NTS F 8' —l" 5'_9 PAVEMENT LEGEND DETAIL 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com ELONGATED LETTERS FOR PAVEMENT MARKING (WHITE) 36' 3" WIDE W OUT HEI NOTES e)d" STROKE ADA PARKING DETAIL NTS 1 SYMBOL SHALL BE PLACED AT THE END AND CENTERED IN EACH DESIGNATED ADA PARKING STALL 2 SYMBOL COLOR WHITE CHARACTER ON BLUE BACKGROUND 3 ALL WORK SHOWN ABOVE IS INCIDENTAL TO THE ADA PARKING MARKINGS PAY ITEM 0 11 25 "± PLAN VIEW OF CLOSED LID EMBEDMENT SLEEVE & HINGING LID #4 REBAR STIRRUPS & HORIZONTAL REINFORCEMENT NEAT SAW CUT (NO SEPARATE PAY ITEM) 12" TACK COAT (NO SEPARATE PAY ITEM) _\ I EDGE OF PAVEMENT AS SHOWN ON PLANS REMOVE AND REPLACE EXISTING SURFACE PROPOSED 'E COURSE • N' , � ��, r +ray 5 ,•.r -. �s> M 'y .�+"��!�j "^ EXISTING 'w♦ SE COURSE - '-PRO�OSE6 BASE COURSE PAVEMENT TIE -IN DETAIL NTS R -312 TRACK 1 -1/2" (NO PAY ITEM) COMPACTED SUBGRADE SEE SPECIFICATIONS FOR REQUIREMENTS PARKING LOT PAVEMENT SECTION NTS ° ♦ ` ' 4 4 s ♦ d • ♦ d ♦ . • • ♦4 12" MIN d A , ' ♦ 4 . ` • • . • 4 + A A d 4 4 4 A 4 21" MIN • • , 4 • y ., 4 • ♦• , ♦ 4 • • ♦ 4 ♦• • ♦, ♦ 4 ♦ p 4 ♦ O • ♦ d ♦ d ♦ • • ♦ 4 + • , 4 • ♦ 4 • 5' 4' CLASS A3 CONCRETE III- 21" MIN 4 • /4 "� VDOT A3 CONCRETE . ♦ 4 VDOT 21 -A " ELEVATION VIEW - FOUNDATION END VIEW - FOUNDATION REMOVABLE PIPE BOLLARD DETAIL NTS 'Nj40p- DEL o j� L V U ESCHENFELDER y LIC. 0.045144 CONSULTANTS, INCe 7b5l NAL TYPICAL SIDEWALK DETAIL NTS NOTES 1 PROVIDE 4" DEEP TOOLED SCORE AT 5'0 C 2 EXPANSION JOINTS ARE TO BE PLACED 30'0 C MIN AND ADJACENT TO CURBS 3 THE COST OF THE VDOT 21A SHALL BE INCIDENTAL TO THE SIDEWALK SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 PAVING & MARKING DETAILS DRAWN BY: MJH SHEET & TYPICAL SECTIONS DESIGNED BY: OF 16 SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: 27 III= 30 JULY 2014 a J , o. g m1 (� CD, Z! i Q o; u u 0 N0. ©f7 RECOMMENDED MINIMUM HEIGHT CHART A H DIMENSION CONC. NOTES DI -7, 7A, 7B 2' -6„ 8" B " 15" 2' -91/4" 2,_8„ 18" 3' -0%2" 2' -11„ 21" 3' -3)4' 3' -2" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 3' -5" 27" do 3,_8„ 30" B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 33" 4'-4)f4" 4,_2„ 36" 4' -8" 4' -5" 42" 5'-22" 4'-11" 2.747 AND SPECIFIED ON PLANS WILL BE DTHE OTOP STRUCTURE. UTFALL 1.6 0.785 3.009 11 m < 3.455 ac:0 2.2 0.970 3.817 PIPE TO OFETHE 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (H) TO BE 12' -8. PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS A(COVER12EMOVEDPIPE) (COVER R MOVED) TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL B -3' -0" (12" - 36" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A- 4' -10" (42" PIPE) B -3' -6" (42" PIPE) CONCRETE COVER INCLUDED IN THE BID PRICEN FOR THE STRUCTURE. (FOR DETAILS SEE 4. IN THE EVENT THE INVERT OF THE OUTFALL r CONCRETE COVER SHEET 2 OF 3) PIPE IS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE AGGREGATE. STRUCTURE, THE INVERT OF THE STRUCTURE - SHEET 2 OF 3) SEE NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR TO AGGREGATE. SEE NOTE7. PREVENT STANDING OR PONDING OF WATER rn IN THE STRUCTURE. THE COST OF FURNISHING WEEP HOLE. W w WEEP HOLE. AND PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8. I SEE NOTE 8. THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5 "MI ' LIFT HOLES STEPS. SEE NOTE 5. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4' -0" ' OR GREATER. FOR DETAILS SEE STANDARD ST -1. 6. REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST -IN- PLACE. TWO LIFTING I I U I X HOOKS OF FABRICATORS DESIGN TO BE PROVIDED IN PRECAST FOOTING I 7. 4" DEPTH AGGREGATE #68, #78,OR #8 X 6" WIDTH. • : • : • : • . •• 8. 3" DIAMETER WEEP HOLE WITH 12 "X12" PLASTIC SEE NOTE 4. HARDWARE CLOTH 1/4" MESH OR GALVANIZED SECTION A-A SECTION B -B 4EMESHMHARDW/RE DIAMETER 0.03", CAST IN PLACE NUMBER PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES 9. NOTES (CONT.) THE TYPE OF INLET (PRECAST OR CAS( IN PLACE), DETAILED HEREON, TO BE CONSTRUCTED, WILL BE RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONC. CORR. METAL 12" 2' -6„ 2,_5„ 15" 2' -91/4" 2,_8„ 18" 3' -0%2" 2' -11„ 21" 3' -3)4' 3' -2" 24" 3'-7" 3' -5" 27" 3' -10�'/ 3,_8„ 30" 4'-1/2' 3' -11" 33" 4'-4)f4" 4,_2„ 36" 4' -8" 4' -5" 42" 5'-22" 4'-11" PIPE AT THE OPTION OF THE CONTRACTOR. 15. DI- 7---- - - - -NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI- 7A- - - - - -- SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. GUTTER SEE SHEET 2 OF 3. DI- 7B - - - - -- DOUBLE GUTTER WHEN DROP INLET 11. CAST-IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE IS TO BE 2.148 4000 PSI. 16. FOR DETAILS OF PRECAST 01 -7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES,PAGE 103.02 AND FOR DEPTH (H> WITHOUT PIPES. THE AMOUNT APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, DISPLACED BY PIPES MUST BE DEDUCTED TO PAGES 103.07 THRU 103.12. OBTAIN TRUE QUANTITIES. FOR INLETS OF 1.731 DIFFERENT DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPMATE CUBIC YARDS OF CONCRETE FOR EACH 0.785 FOOT OF DEPTH. PIPE 12" 15" 18" 24" 30" 36" 42' MINIMUM DEPTH 2' -0" P 1" 2.148 0.5 4' -2" 4' -8� /z' CONCRETE CUBIC YARDS .947 1.045 1.143 1.339 1.535 1.731 1.927 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG -2A. 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) 0.362 CU. YDS. (12" - 36" PIPE) = 0.410 CU. YDS. (42" PIPE) SPECIFICATION �vooT REFERENCE STANDARD MEDIAN DROP INLET ROAD AND BRIDGE STANDARDS 241 12" TO 42" PIPE REVISION DATE SHEET 1 OF 3 503 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 MH -1 1'-04 DIA THE LETTERS V.D.O.T.ARE OPTIONAL IY2" 4' ASTEN THE DEPRESSION IN TTOPEOF USD THE LETTERS ARE TO COVER 1" WIDE RASED %" HIGH AS 1�z' SHOWN. i �/4 SECTION A -A A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 t 12 LBS. COVER 137 ! 7 LBS. d MIMI on vMqNlNlwlEffi I MEMO ■ ■ ■ M�w M IWIIIII ■ ■ IN ■ TOP A SECTION B -B BOTTOM XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 106.02 302 REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deItaairport.com DI -7, 7A 7B DETAILS OF CONCRETE COVER AND GRATE I ,,,, MAL.CTCO OAO „ ,A CG I DC ,CT DETAILS OF GUTTER AND OR NO"i4- BILLET STEELvBW -i .s5 NV 1 tJ METHOD OF PLACEMENT LBS. /FT., (ASTM A615, GRADE 60. 1. GRATE A IS TO BE UTILIZED IN A LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC. ELD 1. DI -7 NO GUTTERS. 2. GRATE B IS TO BE UTILIZED IN DI -7A NO GUTTER IN ONE DIRECTION. LOCATIONS NORMALLY DI -76 GUTTER IN BOTH DIRECTIONS. SUBJECT TO TRAFFIC. 3. FOR DETAILS OF LOAD CARRYING 2• JOINTS BETWEEN GUTTERS AND CONCRETE COVER L2 "X2 "X " GRATE (GRATE B), SEE CARRYING , ARE TO BE DOWELED WITH 04 X 8" SMOOTH i „ RODS Q APPROX.12" C -C TO PREVENT SETTLE - STUD SHEAR L2 %2 "X2 %2 "Xl /4" SHEET 103.08. MENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY CONNECTOR 4. CONCRETE COVER AND GRATE BE PROVIDED. DETAIL A SEE STANDARD T -DI-3, 4 ALTERNATE DESIGN. ARE TO BE FURNISHED AS A (PE SINGLE UNIT. OUTSIDE �B I OR III #5X5' -0" BARS DIMENSIONS OF GRATE TO 3. VARIABLE 21 OR FLATTER. PLAN VIEW (FROM PLANS} (12 REQ'D.> BE 3'-4" X 2' 11 " (GRATE A) 4. DITCH GRADE MUST BE ADJUSTED TO MEET OR 3 -4 X 2 -11%2 (GRATE B). DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SEE DETAL N _ 5. ALTERNATE METHODS OF SECTION. C11 - '�` ANCHORING ANGLE IRON WILL BE 00 •• °0 ACCEPTABLE IF APPROVED BY THE 5. IF DEPTH (D) BECOMES LESS THEN 4 ", LENGTH 3� • 3i „ ENGINEER. OF WINGS ARE TO BE EXTENDED AS DIRECTED SECTION A -A BY THE ENGINEER. SECTION E 6. GRATE AND COLLAR ARE TO BE g, CURTAIN WALL TO BE LOCATED AT THE END OF GALVANIZED. THE PAVED DITCH SECTIONS OF THE DI -7A & GRATE A DI -76 THAT ARE NOT ABUT ED BY OTHER APPROXIMATE QUANTITIES CONCRETE CLASS A3 REINFORCING STEEL 0.423 C. Y. 63 LBS. BAR SPACING CHART GRATE TYPE MAXIMUM DIMENSION A B I 1%2„ 1 3„ 7Q P 1" 7. CONCRETE COVER MAY BE T DRAINAGE. PRECAST OR CAST IN PLACE. DI -7A 8. CONCRETE TO BE CLASS A3 IF CAST 7. IF NORMAL DITCH GRADE IS TOO FLAT TO ALLOW IN PLACE. 4000 PSI IF PRECAST. FOR ADJUSTED GRADE TO INLET A SPECIAL FEET GUTTER DETAIL WILL BE REQUIRED ON PLANS. 9. GRATE BARS TO BE PARALLEL TO 1.211 DITCH FLOW. 5' -4" lTdNLET H 2'- e� p„ �DI CH T 0' DgrCH 1 ETJ 2`_0" _D r r DJ SECTION A -A SEE NOTE SEE NOTE 3 t , SEE NOTE 3 SEE NOTE , BOTH SLOPES FLAT ONE STEER SLOPE �A ONE INTERMEDIATE SLOPE I = q INLET ?'.p„ DITCH INLET 0" ?. k O T I T' \ p" DITICH T� GUTTER GRADE -' EE NOTE 6 ' �! / .t ADJUSTED TO MEET �A 6� ' -* INLET ELEVATION 6" - TYPICAL ELEVATION SEE NOTE 3 SEE NOTE 3 \� SEE NOTE 4 SEE NOTE 3 ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF GUTTER CONCRETE CLASS A3 0.241 CU. YDS. APPROXIMATE QUANTITIES CONCRETE DI -7 DI -7A DI -78 CLASS A3 60 CONCRETE FEET (CU. YDS.) NONE 1.211 2.148 BACK UP BERM TO BE PROVIDED AS DIRECTED BY THE ENGINEER (DI -7A ONLY). NORMAL MEDIAN �TCH GRADE 0 OR FLATTER LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) SEE NOTE 8. XVDOT STANDARD MEDIAN DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 TAPER OR TOP UNIT I_ �I � I � RISER (UNIT - -k- (- - BASE UNIT .I, T .I. I FOOTING REFERENCE 105 302 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL. NOTES- PRECAST" SEE SHEETS 103.01- 103.11 SPACER UNIT W W W W % % z z J J /_z0 O O RISER UNIT -*REDUCER MONOLITHIC BASE 0 PRECAST MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION DELTA AIRPORT oe,,,r CONSULTANTS, INC. 0 0 RISER UNIT 0 REDUCER UNIT BASEI UNIT -1 _1 FOOTING MH -2 F W LL w z J ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.07 �NLTH OF L �LLI M M. ESCHENFELDER D LIC. 0.045144 SS /CNAL G STANDARD PG -4 PAY LINE FOR INLET CLASS A3 CONCRETE r - r - - - - - - - --� B� ro7C !q 12„ 12" ( I A 60 CONCRETE FEET B� L3-�C I SEE DEIIAL A I N ORM1( L - L - - - - - - 6,y e�cAr S�OA PAY LINE FOR INLET c,I:9 SAO =p, #60' -o" BAR A Q 4" C -C 4 REQ'D. 4> 3`Oi 4L #4X5' -4" BARS B Q 8" C -C, 5 REQ' . l (TYP.) #4X1' -0" BARS DiC' Q 8" C-C, 6 REQ'D A 3" DIAMETER = WEEP HOLE DI -7, 7A. 7B 1. APRON IS TO BE CONSTRUCTED TO A DEPTH OF T -0" ON BACK SLOPE SIDE OF INLET (DI -7). ON ROADWAY SIDE, THE DEPTH IS TO BE ,'-0" OR TO THE SHOULDER ELEVATION, WHICHEVER IS LESSER. 2. WILL ALTERNATE AC ACCEPTABLE IF APPROVED IRON THE E ENGINEER. 3. ACCORDANCE WITHETHEESPECIFFICATIONSJIZED IN 4, OUTSIDE DIMENSIONS OF GRATE ARE TO BE 3' -4" X 2' -11 Y4 ". 5. ALL CONCRETE IS TO BE CLASS Al g. NORMAL DITCH IS TO BE TRANSITIONED TO TIE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO BE ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7, QUANTITIES SHOWN ARE BASED ON DEPTH H = 5' -0". 8. THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR EACH FOOT OF DIFFERENCE IN DEPTH H ADD OR SUBTRACT INCREMENT AS SHOWN. 9. SEE STANDARD DI -7, DI -7A AND DI -7B FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. 10. ALIGNED PARALLLELTTOB THE S DITCH FLOW. WILL BE APPROXIMATE QUANTITIES CLASS A3 CONCRETE REINFORCING STEEL CU. YDS. LBS. 4.091 60 8" 3' -0" 8" I INCREMENT PER FOOT OF DEPTH (H) =0.362 CU. YDS. CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REQ'D. =1.112 CU. YDS SECTION A -A OPEN AREAS AT ENDS OF PIPES 1 DIAMETER 2" DIAMETER SOLID STEEL #4X3' -6" BARS C ARE TO BE SEALED (3UBLE-EXTRA STRONG BAR Q 10.68 LBS. /FT. Q 8" C -C, 6 REQ'D, BY WELDING. STEEL PIPE Q 6.41 LBS. /FT. CONSTRUCTION WELD WELD m JOINT l(y� L 2 „X2 „X%" n j L 2 „X2 „Xa /�„ ,.,. BAR B /z X 4" J - SHEAR 4 SHE 4" 3' -0" 4" CONNECTOR „ �Q �� L 2 %z "X2Y2'Xl /2' OLES L 2 %2'X2 %2'X1/4' IN � LH2' X2 "X /�" AT EACH D ECTOR 3'-8" END OF EACH PIPE. SECTION B -B SECTION C -C DETAIL A ALTERNATE DETAIL A SPECIFICATION XVDDT REFERENCE STANDARD DI -79 7A OR 7B WITH FLUME CONNECTION ROAD AND BRIDGE STANDARDS 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.24 SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH -1 NOTE: FRAME & COVER THE TOP OF MA SUFFICIENTLY U ADJUSTMENT OF GRADE BY THE BRICK AS DIREC L HALF PLAN VIEW BRICK CONCRETE OR CONCRETE BLOCK , HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 1 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO E ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5 ". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 1211 4811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: DRAINAGE DETAILS MJf i DESIGNED BY: SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 17 OF 27 1 t 1 C\1' o. zi m al cI o, z QI < I o; 0 u c 0 NO. DI -3A, 3B, 3C VVDAM 1f%KI InIKIT , [-"---A i EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D `s= APPROACH FRAME &COVER BACK OF SIDEWALK Y JOINT `D' GUTTER SEE STANDARD IC -2. i- BAR G WARPED Z" wo 00 GUTTER -BARS C n BAR C „ I SUBBASE 2" 6"6"6" fi F6� BARS B cot 2 AIRS F I I I a. o __- HARDWARE a 0 a� CLOTH WiRl w g+ BARS F I WEEP HOLE. SEE NOTE 8 Ur `BAR F BAR A STEPS .'SE NOTE 5 D GUTTER FACE OF CURB 811 2, -8„ I8 , 4' - L JOINT CRACK CONTROL JOINT F= PLAN L, ' N SECTION A -A L-VARIABLE -MAX. 20' 10' MAX. (- KEYED CONST. JOINT 2' -10" 2" WARPED GUTTER APPROACH TAPS A GUTTER 1 - - - -- - - - - - - - - - - - - - - - - - B S G BARS F BARS E Ly. B cv bo ' 1 *3" DIAMETER BARS E WEEP HOLE BARS B FRONT ELEVATION BARS F a" 1' -a" a" - - - - - - (GUTTER REMOVED) 1'/4„ 3'-0.. 5X1/4" BENT PLATE = SECTION B -B • ' A" R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG-7 STANDARDS. - L2 %2 "X2 %2 "X1/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GALVANIZED TYPE A TYPE B I /2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 11/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C 2" _APPR. PAVEMENT DI -3A L DI -3B L DI -3C L WARPED PAVEMENT uuuuum�uuu� i i�uu000u000i ouu�uum ooi�uum�uu = I = I — FLOW FLOW I I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL 'tVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104,09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 END - SECTION 12" - 60" PIPE -HUB END ON OUTLET END - SECTIONS SPIGOT END ON INLET END - SECTION X -- �/ X CONCRETE TO BE ,L JJJ 4000 PSI MINIMUM -- �� PLAN AUDIK0*111I END SECTION DIMENSIONS PIPE DIAMETER PIPE DIAMETER A B C D E 1211 411 21 -0" 2,_0,1 1 4,_0" 21_0" 1511 6" 2, -311 11 -911 4, -0" 21 -611 1811 91, 2, -311 11 -91, 4, -0" 31 -0" 21' 9 4.1 2'-11' 2' -1" 5' -0" 31-6" 2411 9V2" 21 -711 21 -6" W -111 41 -0" 27" 10-74" 44' -0" 2- -VIII 61 -111 4' -611 30" 1'-0 "11 4'-611 T-7, 6 -1 5' -0" 33' 1-1 ,1 4'-101/," 2'-31/4" " 7 -1 5' -6 36" T -3" 5' -3" 2'-1O Y4" W -1I " 6' -0" 42" 1'-9" 5' -3" 2' -11" 8' -2" 6' -6" 4811 21 -0" 6' -011 21 -211 81 -211 71 -0" 54" 2'-3" 5' -5" 21-91/4'. 81 -21L " 71 -611 60" 2' -111 1 5' -0" 3, -311 8' -4,1 w -011 ALTERNATE END - SECTION 12" - 60" PIPE Es -1 HUB END ON OUTLET END - SECTIONS SPIGOT END ON INLET END-SECTION l � - — - — - CONCRETE TO BE "LLL .w JJJ 4000 PSI MINIMUM PLAN SECTION X -X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 1211 411 21 -0" 41 -111 61 -111 21 -0" 1511 611 21 -3" 3' -1011 QI -111 ' -6" 2 1811 91, 21 -3" 3' -10" 6' -111 331 -V011 2111 91, 2'-111'' 3' -2" 6' -1,1 31 -611 2411 1011 N-7" 21 -8„ 6' -3" 41-01. 27" 1O V2" 4'-0" 2'-1Y2" 6'-M" 4' -611 30" 1' -0" 4' -6" T -7 W -1I " 5' -0" 33" 1' -1 4' -101 " 31_3 1, 81_1 11 51 -611 36" T -3" 5' -3" 2' -10 8' -1 " 6' -0" 42" V -9" 5' -3" 2' -1111 8' -2" W -6" 4811 21 -0" 61 -011 21 -2" 81 -2„ 71 -0„ 54" 2' -3" 5' -5" 2' -131" 8'-4" 7' -6" 60" 2' -6" 5' -0" 3' -3" 8' -3" 8' -0" PAY LINE - C 3IE B SLOPE DETAIL NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END - SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D ". SPECIFICATION `�/ppT REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 s fax: (804) 275 -8371 www.deItaairport.com GENERAL TOP OF FILL PB -1 SHAPE TO ELEVATION 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE OF MID -POINT OF LARGEST PIPE. APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS ROCK OTHERWISE NOTED ON THE PLANS. GROUND LINE x 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. GROUND LINE x 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. GROUND LINE x CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. N 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. rrrrrr rrrr rrrr rrr rrr rr X - 12" WHERE d IS LESS THAN 36 ". - I =111 —III —I rrrrrr rrrr III — III —III- —'' � I =1 I I II —I rrr rr III ROCK OR X - 18" WHERE d IS 36" AND GREATER. + 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR r d r NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) + r d rr I I. U NYIELDING 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND fivI LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS. o _ _ IN - "- - ELLIPTICAL PIPE I I -1 I- III =III =III I =1' _ 1. S1 - OUTSIDE SPAN DIMENSION OF PIPE. 1/10 p X D X BEDDING 2. S2 - INSIDE SPAN DIMENSION OF PIPE, MATERIAL 3. R - OUTSIDE RISE DIMENSION OF PIPE. X D X 4. X - WIDTH OF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. 112" PER P OF H X - 12 WHERE S 2 IS LESS THAN 36 ". X - 18" WHERE S2 IS 36" AND GREATER FOUNDATION SOFT, YIELDING, OR 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR ROCK FOUNDATION NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR PIPE PROJECTION ABOVE GROUND LINE LESS AND HEIGHT OF COVER 15' OR LESS. MIN 1 5 x D MIN. 1 5 x D 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR TOP OF FILL ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH TOP OF FILL 1. S - SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36 ". x x - 18" WHERE S2 IS 36" AND GREATER x 5. DIRECTED ENGI EER. BEDDING MATERIAL MAY BE ELIMINATED FOR WHERE BY THE N NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. — rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR — .; rrrrrrrr rrrrrr . _ — rrrr rrr ; • • = rr rr : — = UND r GROUN D ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND = rrrrrrrrrrrrrr rrrrrrrrrrrrr — — rrrrrrrrrrr rrrrrrrrrrr = � = rrrrrrrrrr rrrrrrrrrr — HEIGHT OF COVER 15' OR LESS. + r ° — LINE GROUND d — N SPECIFICATION REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS �VDOT ROAD AND BRIDGE STANDARDS ROCK OR GENERAL NOTES IX=111 MIN 1 /10 D UNYIELDING =mil -1 =1 I I- I- - 302 1/10 D D X BEDDING MATERIAL REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION MATERIAL 107.00 IS -1 ; A TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS oil �� SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. A , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ` • PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES xv=r STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION DELTA AIRPORT CONSULTANTS, INC. of�PLTH c) � U ESCHENFELDER y LIC. 0.045144 SIONAL �� PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL SHAPE TO ELEVATION It OF MID -POINT OF LARGEST PIPE. 6" FOR H >10' ROCK • �i SHAPE GROUND LINE x AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER GROUND LINE x i _'�: OF PIPE GROUND LINE x ; A TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS oil �� SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. A , DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ` • PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES xv=r STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION DELTA AIRPORT CONSULTANTS, INC. of�PLTH c) � U ESCHENFELDER y LIC. 0.045144 SIONAL �� PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL It 4" FOR H < 10' 6" FOR H >10' ROCK 1" PER FOOT OF H, MAX. 8" GROUND LINE x AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER GROUND LINE x GROUND LINE x N I =1 11 =111 -1 —' I( — III II =1 =1 I rrrrrr rrrr rrrr rrr rrr rr III — III —III- I I =1 I I —" II EARTH - I =111 —III —I rrrrrr rrrr III — III —III- —'' � I =1 I I II —I rrr rr III ROCK OR rrrrrr — I- I =1 I I —III —I rrrrrrr r i l l —I I I_I I II =1 rr rr III rrr r I EARTH + r d r I I- + r d rr I I. U NYIELDING + d �i fivI �i o _ _ IN - "- - BEDDING T MATERIAL MIN 1/10 D I I -1 I- III =III =III I =1' _ MIN 1/10 D X D X BEDDING 1/10 p X D X BEDDING MATERIAL MATERIAL X D X 112" PER P OF H MIN 8 ", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN 1.5 x D MIN 1.5 x D MIN 1 5 x D MIN. 1 5 x D MIN 1.5 x D MIN 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL x x x — ;rrrrrrr, rrrrrrr ; = — rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr rrrrrr, rrrrrrr ••�•::::: _ — .; rrrrrrrr rrrrrr . _ — rrrr rrr ; • • = rr rr : — = UND r GROUN D = rrrrr rrrrr ::•:::•::•: — :; rrrr rrr : -- � :rrr rr •: GROUND = rrrrrrrrrrrrrr rrrrrrrrrrrrr — — rrrrrrrrrrr rrrrrrrrrrr = � = rrrrrrrrrr rrrrrrrrrr — o + d rr .: :: LINE + r ° — LINE GROUND d — N N o N - = LINE — 1111 EARTH ROCK OR IX=111 MIN 1 /10 D UNYIELDING =mil -1 =1 I I- I- - i VIMIN. I 1/10 D D X BEDDING MATERIAL ;III I /z" PER SOIL 1" OF H X D X .I -_ - _- _ — — �— iii— iTi —iTi— iii —iii -- MIN 1/10 D BEDDING EARTH MIN 8 "1 BEDDING MATERIAL MAX 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT NOTES ® SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATONS ON SHEET 107 00 REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL rrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL METHOD "All 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 IN SECTIONAL ELEVATION iDING MATERIAL E NOTE 1) NOTES 1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STANDING OR RUNNING WATER PRESENT, THEN AGGREGATE NO. 57 SHALL BE USED FOR THE DEPTH SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES OF AGGREGATE NO. 25 OR 26. 2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF THE STRUCTURE ON ALL SIDES. 3. HEIGHT OF STRUCTURE (H) IS MEASURED FROM TH° INVERT OF THE STRUCTURE TO THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE TYPE. SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL. DSB -1 BEDDING THICKNESS TABLE FOUNDATION BEDDING THICKNESS TYPE (b) NORMAL EARTH 4" FOR H < 10' 6" FOR H >10' ROCK 1" PER FOOT OF H, MAX. 8" SOFT & YIELDING AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER vREFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, ROAD AND BRIDE STANDARDS 302 MANHOLE, AND JUNCTION BOX REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 106,15 SURFACE PARKING EXPANSION DRAINAGE DETAILS AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: MJH DESIGNED BY: SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 18 OF 27 , C0 J F- 0 g a v 0 c� Z n. TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY CG -12 TRUCK TRAFFIC) FOR CONCRETE DEPTH GENERAL NOTES: 2- V. 1 THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES 4' f 2 DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) 7:7! 8 ]� ' 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10.1 MAX A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY THIS 4'x 4' TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A LANDING AREA MAY INCLUDE THE GUTTER PAN. WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP n O FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS – .1 16" 2.4" C C 4 IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 5' MIN PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A -4 MAX 5. REQUIRED BARS ARE TO BE NO 5 X 8" PLACED 1' CENTER TO CENTER ALONG 121 12.1 MAX 9f'• `—_ BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR MINIMUM T CONCRETE COVER 1'/z" 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER + AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS i i 1 MAX AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT MAX I BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12'1 _ HYDRANTS, DROP INLETS, ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5' MIN )K )K ) f� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED – r AND USED BY PEDESTRIANS. 4' MIN 8 RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT )K , 2" HIGHER THAN EDGE OF PAVEMENT 150/ 65/. BASE DIAMETER THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X )K , SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT TYPE C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH 10 WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12 ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME n O CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE – .1 16" 2.4" C C 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z - MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP + (j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150/ 65/. BASE DIAMETER f DIAMETER TOP D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12 I„ �I 0 9 " -14" BASES I VARIABLE FULL WIDTH OF RAMP FLOOR _ ' f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL VDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 20305 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 n V 7 V „ n L s n < NO. REVISIONS I BY BY APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. — 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. t NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG -2 IS TO BE USED ON ROADWAYS MEETING z THE REQUIREMENTS FOR CG -6 AS SHOWN IN w APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V)) IN THE SECTION ON GS URBAN STANDARDS. 4" 2" RADIUS •e• n e• D. SURFACE ' •e ♦ BASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED REFERENCE 105 502 CG -7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR -VDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION �r • p.' gip. p p . D L>. D 6" R CG -2 c-n SURFACE BASE SUBBASE ROAD ANBRIDGE v 3TNNDARDS REVISION DATE SHEET 1 OF 1 201.01 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION AA DELTA AIRPORT '4010�'Awlv CONSULTANTS, INC. SPECIFICATION REFERENCE 105 502 2" R CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D D D D D D D D D ♦ O D D , D , P • D - - - - -- 6" I 2' -0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION MS -2 FOR DETAILS OF INTEGRAL CURB SEE STANDARD MC -1 OR CG -3 VARIABLE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. v ROAD AND BRI D_ STANDARDS REVISION DATE SHEET 1 OF 1 •201.03 VARIABLE FOR DETAILS OF INTEGRAL CURB SEE STANDARD MC -1 OR CG -3 I/4' :1' SLOPE 2" TOP SOIL 2" TOP SOIL ° PROP. ASPHALT PAVEMENT A PROP.CONCRETE PAVEMENT D ♦ ° D WHEN ROADWAY DESIGN MEETS THE ° D I PROP. CONCRETE PAVEMENT D D CRITERIA FOR CG -7 AS SHOWN IN D D' PAY LINE APPENDIX A OF THE ROAD DESIGN ♦ • D ' MANUAL IN SECTION ON GS STANDARDS, MEDIAN CURB IS TO PAY LINE BE IN ACCORDANCE WITH CG-3 HALF SECTION WITH PROP. HALF SECTION WITH PROP. CONCRETE CONCRETE PAVEMENT BASE WITH ASPHALT TOP VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC -1 OR CG -3 I /4" c1' SLOPE I /4 "l SLOPE SEE STANDARD MC -1 OR CG -3 ♦ D PROP.ASPHALT PAVEMENT D 2" TOP SOIL 2" TOP SOIL-/ Q (1) (U D PROP. CONCRETE OR FLEXIBLE PAVEMENT D D ' . D (1)THOROUGH COMPACTED AREA TO OF CONSIST OF THE FOLLOWING p PROP. CONCRETE OR FLEXIBLE PAVEMENT IN FILLS - REGULAR FILL MATERIAL IN CUTS - UNDISTURBED EARTH AND REGULAR FILL MATERIAL, HALF SECTION WITH PROP. CONCRETE AS REQUIRED. HALF SECTION WITH PROP. CONCRETE OR OR FLEXIBLE PAVEMENT (2) CONSIST OF EGULARTFLL�MATERIAL. FLEXIBLE BASE WITH ASPHALT TOP FOR DETAILS OF INDEPENDENT CURB VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB SEE STANDARD MC -1 OR CG -3 SEE STANDARD MC -1 OR CG -3 I /4 "l SLOPE I/4 " :1' SLOPE REPAVE PROP. ASPHALT PAVEMENT D 2" TOP SOIL — 2" TOP SOIL D (2) EXISTING FLEXIBLE PAVEMENT Q D EXIST. FLEXIBLE PAVEMENT PAVEMENT UNDER MEDIAN TO BE REMOVED A__­PAVEMENT UNDER MEDIAN TO BE REMOVED HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE WITH ASPHALT TOP `V uO 7 SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD RAISED GRASS MEDIAN STRIPS REFERENCE SHEET 1 OF ' REVISION DATE 502 202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION SURFACE PARKING EXPANSION AIP NO. PLTH of L NON -AIP (LOCAL ONLY) DRAWN BY: j� LLIAM M. MJH U ESCHENFELDER a DRAINAGE DETAILS LIC440. 045144 DESIGNED BY: SEW/WME �S810NA /L V' CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 19 OF 27 J 0 CM a a v 0 N Z a 0 n v 9� N ;v ji n L Z l NO. REVISIONS M BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.de{taairport.corn OUTSIDE ROAD DITCHES OR OD T SCOPE CN SLOPE ►y �2 TYPE D FRONT SLOPE BACK SLOPE W1 W2 K SQ. YDS. SURFACE N. FT. Al 6" 6:1 4 :1 3' -0" 2' -N 48 0.565 Al 8" 6 :1 4 :1 4' -1" 2' -9" 104 0.759 A2 6" 6 :1 3 :1 3' -0" 1' -7" 42 0.509 A2 1 8" 6:1 1 3 :1 4'4" 2'4' 92 0.685 A3 6" 6 :1 2 :1 3' -0" T -2" 38 0.463 A3 8" 6 :1 2 :1 4' -1" T -6" 82 0.620 Bt 6" 4 :1 4 :1 2' -1" 2' -1" 38 0.463 Bi 8" 4 :1 4 :1 2' -9" 2'-9" 82 0.611 82 8" 4 :1 3 :1 2'-9" 2'-1" 72 0.537 82 10" 4 :1 3 :1 3' -5" 2' -8" 130 0.676 83 1 8" 4 :1 1 2 :1 2' -9" 1' -6" 60 0.472 83 10" 4 :1 2 :1 3' -5" V -10" 111 0.583 84 8" 4 :1 1 :1 2'-9" V -2" 55 0.435 B4 10" 4 :1 1 4 3' -5" 1' -6" 101 0.546 Cl W. 3 :1 2 :1 2'-1" V -6" 50 0.398 Cl 10" 3 :1 2:1 2' -8" V -10" 92 0.500 C2 10" 3'1 1V21 2'-8" l'-6" 80 0.463 C3 1 10" 3 :1 1 :1 2' -8" V-2" PG -2A DITCH TYPE D SQ. YDS. 6 : 1 DES. o '3 ' 1M D - DEPTH WI W2 SURFACE AREA PER LIN. FT W. 2' -9" 2' -9" 0.611 K - 82 W2 DITCH AT TOE OF FILL OR TOP OF CUT TYPE E 12" 2' -3" 2' -3" 0.500 K - 115 CURTAIN WALL DETAIL - •4 DOWELS, 18" LONG a 5" - PE Ste- CURTAIN WALL TO BE LOCATED AT BEGINNING AN END OF ALL CHANNELS AND ON THE LOWER END OF EACH 6" EXPANSION JOINT. -2" 70 0.426 CURTAIN WALL PLAN FOR TRANSITION OF PAVED MEDIAN DITCH TO MEDIAN DROP INLET GUTTER D A W MARK N0. ALTERNATE METHOD E--j L -3(W 1 12 B E 1 SPACING C -C SHAPE OF FORMING DITCHES INVERT CONSTRUCTION JOINT MEDIAN DROP OPTION DROP SECTION D -D 3 1" RADIUS INVERT INLET GUTTER FLAT BOTTOM) PAY LINE INLET 4 4" STRAIGHT APPROACH PAVED 9 1' -5" 1' -5" MEDIAN DITCH E D A-..J B� 6" STRAIGHT DOWEL NOTES: T -6" 1' -6" NOTE: FOR SECTION A -A AND B -B SEE STANDARDS DI -7, 7A AND 78. TRADITIONAL PORTION OF PAVED DITCH TO BE PAID FOR AT THE SAME \/ SECTION E -E ALL DITCHES MAY BE CONSTRUCTED WITH VERTICAL PRICE BID PER SQ. YARD FOR APPROACH PAVED MEDIAN DITCH. SIDES AT THE OPTION OF THE STANDARD PG -2A DITCHES TO BE CLASS A3 CONCRETE. CONTRACTOR. SPECIFICATION �V�-r REFERENCE STANDARD PAVED DITCHES ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 109.01 TRANSITION CURB TO FLOW INTO FLAT BOTTOM DITCH CLASS A3 CONCRETE PROPOSED CG -6 5' CURB OPENING DELTA AIRPORT A6 "111111h, CONSULTANTS, INC. A DOWELS JOINT - ., u PLAN VIEW WELDED WIRE FABRIC 6X6 -W2.1x W2.1 AIM murk BARS F A A IV PG -4 SCHEDULE OF REINFORCING STEEL MARK N0. LENGTH SIZE I SPACING C -C SHAPE 2 :1 1 1%2 :1 F 3 T -2" 1' -2" 4 4" STRAIGHT G 9 1' -5" 1' -5" 4 6" STRAIGHT DOWEL 10 T -6" 1' -6" 4 1 5" STRAIGHT NO. SHOWN ARE FOR ONE ANCHOR LUG, CURTAIN WALL AND JOINT. APPROXIMATE QUANTITIES CLASS A3 CONCRETE REINFORCING STEEL CU. YDS. LBS. ANCHOR LUG 2`1 0.0208 2.34 1''/2 :1 0.0216 2.34 CURTAIN 2 :1 0.099 8.51 1%2 :1 0.100 8.51 JOINT 2 :1 10.02 1%2 :1 — 10.02 0.425 SQUARE YARDS SURFACE AREA PER LINEAR FOOT OF FLUME. NOTE: DOWELS TO BE LOCATED AT ALL REQUIRED JOINTS. K VALUE - 128 SEE DETAILS TANDARD DRAWINGS PS -2 AND p 3', 24" CULVERTS, 6 '' CURTAIN WALL-1 CURTAILS ALLLFLU�IES ANDOONTTHEAENDEOIFNE�CAND OINT, WELDED WIRE FABRIC *10' -0" 1 1' -0" 11-0" 1' -0" 1 BARS G o SECTION A -A *10' -0" C -C MAXIMUM TYPICAL SPACING � BARS F / I I I \ BETWEEN ANCHOR LUGS. ANCHOR LUG IS TO CURTAIN WALL BE A MAXIMUM OF 2'FROM END OF CHANNEL. SECTION B -B SECTION C -C SPECIFICATION 1Yoo-r REFERENCE STANDARD PAVED FLUME FOR 121 � - 24" PIPE ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 109.03 SEE VDOT DETAIL "PG -2A" STANDARD VDOT DI -7 GRATE ELEV: 599 50 2' ♦d • A ♦ • •' ♦ • d ♦ d ♦ 4 • • , • • d ♦ ' • • . d A. ♦ ♦ , ♦ e i • 1 , ♦ ♦. ♦ • y • ♦ ♦ d ♦ 4. 100.74 a ° ,4,1a ; 4,1 °� , d d ', 4 ♦ 600.54 .' ♦ d i A. A G i 4 ♦.. •' • • d • 2 e � /— PROPOSED PG -4 2 • PROPOSED CG -6 �'p,LTH pp � o �LLI M M. ESCHENFELDER y LIC.jNO. 045144 "�S�ONA/L E�G 2' CURB OPENING STRUCTURE D400 DETAIL NTS NOTE - 1 ALL WORK SHOWN IN THIS DETAIL LESS CURB AND GUTTER DI -7 SHALL BE PAID UNDER THE PAVED FLUME PAY ITEM PROPOSED CG -6 SURFACE PARKING EXPANSION DRAINAGE DETAILS TRANSITION CURB TO FLOW INTO FLAT BOTTOM DITCH CLASS A3 CONCRETE S CURB OPENING PROPOSED CG -6 AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: MJH DESIGNED BY: SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 20 OF 27 a v V_ Ln 0 N N N J 3 g v- C) 0 N C. 0 V_ l0 O N z J F_ Z) 0 a J rn 0 a. (f LL CD 1�! a z 2i LL LL D k EW -12 y." BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) s." A 2' -0" 6" I EXPANDED STEEL MESH (FLATTENED) ISOMETRIC F~- L 4 " X 8." X I ,. MIN. STEEL OR PLAN 08 INCH MIN. RIVIIETS OR BOL SEL ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL PIPE COUPLER TO BE CAST INTO ENDWALL. COUPLER MUST BE FLUSH WITH OUTER SURFACE OF .P EW-12 AND PROVIDE A POSITIVE CONNECTION FOR U -TYPE ROLLED - THE OUTLET PIPE (4" OR 6 "). RAIL STEEL POST AT 1.33 LBS./FT.OR H - ALUMINUM ALLOY �? 6063-T6 Q .78 i7 - LOS./FT. 4 N -i-- 1. UNDERDRAIN OUTLET REDRESS RIPRAP AND MARKER DETAIL lulnrnl 1 rn rrr� ran nrlwl� r�mr�nr� FILTER FABRIC U SECTION A -A GRAVEL DIAPHRAGM DETAIL NTS WATER FLOW OD GABION � 1'± �f�oo 1'± TOP OF FOREBAY ELEVATION - RIPRAP VDOT #1 STONE - FOREBAY BOTTOM FILTER FABRIC BIOFILTER FOREBAY DETAIL NTS NOTES: 1. FOREBAY SHALL BE CONSTRUCTED WITH MINIMUM 15% VOLUME OF EACH BIOFILTER. 2. ANCHOR GABION MATTRESSES WITH TWO #4 REINFORCING BARS AT EACH END. 3. STONE IS TO BE A MAXIMUM SIZE OF CLASS Al RIPRAP (25 -75 POUNDS). 4. GABIONS ARE TO BE INSTALLED AFTER THE BASIN HAS BEEN FULLY DEWATERED AND THE BOTTOM CLEANED. THEY ARE NOT TO BE INSTALLED WITH WATER IN THE BASIN OR ON TOP OF DEBRIS. 5. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BIOFILTER FOREBAY SHALL BE INCIDENTAL TO THE PROJECT. 4 CHANGE ORDER NO. ONE (1) 1 ADDENDUM NO. ONE (1) NO. REVISIONS PJW WME SLOPE MJH WME 8/12/14 BY APP. DATE SECTION A -A NOTES: 1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENOWALL TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE N0. 13 ALUMINUM PAINT OR NO. 11 WHITE PANT. 6, MARKER TO BE PLACED AT ALL EW -12 UNDERDRAIN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. XV DOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 SHEET 1 OF 1 REVISION DATE 233 101 32 4109 VIRCNIA DEPARTMENT OF TRANSPORTATION 501 TOP OF RIPRAP TOE OF RIPRAP - - - - - - - - - - - - - - I-- 16' M IN - I o PROVIDE POSITIVE M N I RAINAGE I � LA 6'' 12' TOP OF EXISTING I RIPRAP STRUCTURE o k1 I E12 I TOE OF 6' MIN, RIPRAP y TYP - - - - - - - - - - - - - - GABION 3' 0 VDOT #1 STONE TOP OF GRATE 3' WATER FLOW FILTER FABRIC O 0�(�O RIPRAP 12'± SECTION --I SECTION A -A MODIFY SWM STRUCTURE DETAIL NTS NOTES: 1. REPLACE EXISTING VDOT TYPE 1 GRATE WITH VDOT TYPE 3 GRATE. INSTALL 1 FT RISER. EXISTING ELEV = 548.00 PROPOSED GRATE ELEV = 549.00 2. ANCHOR GABION MATTRESSES WITH TWO #4 REINFORCING BARS AT EACH END. 3. STONE IS TO BE A MAXIMUM SIZE OF CLASS Al RIPRAP (25 -75 POUNDS). 4. GABIONS ARE TO BE INSTALLED AFTER THE BASIN HAS BEEN FULLY DEWATERED AND THE BOTTOM CLEANED. THEY ARE NOT TO BE INSTALLED WITH WATER IN THE BASIN OR ON TOP OF DEBRIS. 5. THE CONTRACTOR SHALL MOW /BUSH HOG THE ENTIRETY, INCLUDING BOTTOMS AND SIDES, OF BASIN #8 AND BASIN #9. 6. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN STRUCTURE SHALL BE INCIDENTAL TO THE BID ITEM MODIFY SWM STRUCTURE. THIS ITEM IS TO BE A TURNKEY MODIFICATION OF THE STRUCTURE WHEREIN NO ADDITIONAL PAYMENT WILL BE MADE. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 * fax: (804) 275 -8371 www.deIfaairport.com �18'� QooO(O��OooQ(O�oJoo�Q VDOT 21 A �QvO��Ov O�Q 6" SOLID PVC - SCH 40 18" OoaQOo O�/JG�\ 0 �O �O 6" OooQv0ooQ0o0ooQ0 SOLID UNDERDRAIN DETAIL NOTES: NTS 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D -1785. 3 ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL BE PAID UNDER 6" UNDERDRAIN PAY ITEM PER LINEAR FOOT. • ; - • • • • ; NOTES: NTS 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D -1785. 3. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M278. PIPE SHALL BE INSTALLED WITH PERFORATIONS FACING DOWN. 4. ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL BE PAID UNDER 6" UNDERDRAIN PAY ITEM PER LINEAR FOOT. EXISTING WATER QUALITY ORIFICE. 'VSTALL INLET TOP SLAB VITH NEW GRATE. 3RATE ELEV = 549.00 VSTALL ONE FOOT RISER. ZEMOVE EXISTING INLET -OP SLAB AND GRATE. BASIN 8 RISER DETAIL NTS NOTES: 1. REPLACE EXISTING VDOT TYPE I GRATE WITH VDOT TYPE 3 GRATE. 2. EXISTING GRATE ELEV = 548.00 3. PROPOSED GRATE ELEV = 549.00 4. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN STRUCTURE SHALL BE INCIDENTAL TO THE BID ITEM MODIFY SWM STRUCTURE. 561 PIPE I.O. SLOPE DIMENSIONS CLASS A3 CONCRETE CUBIC YARDS 2- OTLET PIPES SHALL BE RIGID NONPERFORATED. SMOOTH -BORE PIPE, MEETING THE REOUIREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. 3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.1 /2" X 1" AND WEIGH APPROX. A 0.82 LOS. PER SO. FT. MESH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A -123. THE MESH SHALL EXTEND A MINIMUM OF t" ABOVE THE O.D. OF THE PIPE. AND IS A BARRIER FOR RODENTS. ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEAN(k1T PURPOSES. 1 A THIS ITFM Id" RF PRECAST [1R r.AST IN PI ACF_ L H 4" 2.1 2' S 1' -2 i' 0.17 4" 44 4' -5" t' -tl 0.28 b" 2;1 2' - BIOFILTER 0.21 6.. 1 44 5' -3" 1'-3 4'" 0.35 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE N0. 13 ALUMINUM PAINT OR NO. 11 WHITE PANT. 6, MARKER TO BE PLACED AT ALL EW -12 UNDERDRAIN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. XV DOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 SHEET 1 OF 1 REVISION DATE 233 101 32 4109 VIRCNIA DEPARTMENT OF TRANSPORTATION 501 TOP OF RIPRAP TOE OF RIPRAP - - - - - - - - - - - - - - I-- 16' M IN - I o PROVIDE POSITIVE M N I RAINAGE I � LA 6'' 12' TOP OF EXISTING I RIPRAP STRUCTURE o k1 I E12 I TOE OF 6' MIN, RIPRAP y TYP - - - - - - - - - - - - - - GABION 3' 0 VDOT #1 STONE TOP OF GRATE 3' WATER FLOW FILTER FABRIC O 0�(�O RIPRAP 12'± SECTION --I SECTION A -A MODIFY SWM STRUCTURE DETAIL NTS NOTES: 1. REPLACE EXISTING VDOT TYPE 1 GRATE WITH VDOT TYPE 3 GRATE. INSTALL 1 FT RISER. EXISTING ELEV = 548.00 PROPOSED GRATE ELEV = 549.00 2. ANCHOR GABION MATTRESSES WITH TWO #4 REINFORCING BARS AT EACH END. 3. STONE IS TO BE A MAXIMUM SIZE OF CLASS Al RIPRAP (25 -75 POUNDS). 4. GABIONS ARE TO BE INSTALLED AFTER THE BASIN HAS BEEN FULLY DEWATERED AND THE BOTTOM CLEANED. THEY ARE NOT TO BE INSTALLED WITH WATER IN THE BASIN OR ON TOP OF DEBRIS. 5. THE CONTRACTOR SHALL MOW /BUSH HOG THE ENTIRETY, INCLUDING BOTTOMS AND SIDES, OF BASIN #8 AND BASIN #9. 6. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN STRUCTURE SHALL BE INCIDENTAL TO THE BID ITEM MODIFY SWM STRUCTURE. THIS ITEM IS TO BE A TURNKEY MODIFICATION OF THE STRUCTURE WHEREIN NO ADDITIONAL PAYMENT WILL BE MADE. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 * fax: (804) 275 -8371 www.deIfaairport.com �18'� QooO(O��OooQ(O�oJoo�Q VDOT 21 A �QvO��Ov O�Q 6" SOLID PVC - SCH 40 18" OoaQOo O�/JG�\ 0 �O �O 6" OooQv0ooQ0o0ooQ0 SOLID UNDERDRAIN DETAIL NOTES: NTS 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D -1785. 3 ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL BE PAID UNDER 6" UNDERDRAIN PAY ITEM PER LINEAR FOOT. • ; - • • • • ; NOTES: NTS 1. PIPE ENDS SHALL BE COVERED WITH 3/4" X 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 2. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D -1785. 3. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M278. PIPE SHALL BE INSTALLED WITH PERFORATIONS FACING DOWN. 4. ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL BE PAID UNDER 6" UNDERDRAIN PAY ITEM PER LINEAR FOOT. EXISTING WATER QUALITY ORIFICE. 'VSTALL INLET TOP SLAB VITH NEW GRATE. 3RATE ELEV = 549.00 VSTALL ONE FOOT RISER. ZEMOVE EXISTING INLET -OP SLAB AND GRATE. BASIN 8 RISER DETAIL NTS NOTES: 1. REPLACE EXISTING VDOT TYPE I GRATE WITH VDOT TYPE 3 GRATE. 2. EXISTING GRATE ELEV = 548.00 3. PROPOSED GRATE ELEV = 549.00 4. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN STRUCTURE SHALL BE INCIDENTAL TO THE BID ITEM MODIFY SWM STRUCTURE. 561 GROUND ELEV BIOFILTER BERM = 561.00 BIOFILTER MIX (TYP) 561 CLEANOUT WITH WATERTIGHT CAP BIOFILTER WEIR = 560.00 594 BIOFILTE R BOTTOM = 559.00 BIOFILTER WEIR = 594 o0 594 558 BIOFILTER BOT M = 593.00 �c� 558 OV 591 591 O 555 -� 555 N MI o 1' DEEP Ml N C)Q O qQO OD �.. UNDER DRA N MIN 1 % SLO E 588 77 1' DEEP MI 1_7 oUoQOo�oQ o�oQOo c°3 0 °o CIA LLr) 588 c 552 Cl) (D � LO t- ai L � c5 of LO LO LO LO 6 552 cci ri G) M Iri ri (3) 0) C6 46 `�) 0) IX) LO 0) lr) 585 LO 9 +60 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 "NORTH BIOFILTER" CROSS SECTION �;� DELTA AIRPORT Ar �- CONSULTANTS, INC. ORIGINAL GROUND ELEV STATE APPROVED - BIOFILTER MIX (TYP) CLEANOUT WITH WATERTIGHT CAP �j 594 BOTTOM MIN PERFORATED UND RDRAIN @1 % SLOPE CONNECT TO SOLID UNDERDRAIN WITH PERFORATED UNDERDRAIN EXISTING WATER QUALITY ORIFICE. 12 1 TOP OF BERM ELEV Xz 3.0' 1.0'� 6" UNDERDRAIN PROFILE VIEW CLASS RIPRAP STATE APPROVED BIOFILTER MIX 0.5' -`= 4 OZ NON -WOVEN FILTER FABRIC VDOT #68 BACKFILL • 1 Iwoi • rw� '�1 � {i.�' L►(.��. -Ism 1 1 CROSS SECTION BIOFILTER BIOFILTER DETAIL NTS 'VSTALL INLET TOP SLAB VITH NEW GRATE. IRATE ELEV = 577.73 BASIN 9 RISER DETAIL VSTALL THREE FOOT RISER. ZEMOVE EXISTING INLET -OP SLAB AND GRATE. NTS NOTES: 1. REPLACE EXISTING VDOT TYPE I GRATE WITH VDOT TYPE 3 GRATE. 2. EXISTING GRATE ELEV = 574.73 3. PROPOSED GRATE ELEV = 577.73 4. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN STRUCTURE SHALL BE INCIDENTAL TO THE BID ITEM MODIFY SWM STRUCTURE. RIPRAP EXTENDS TO TOE OF SLOPE .O 0 O A O EW -12 NOTE: 1. SEE BIOFILTER DETAILS FOR FILTER MEDIA, STONE AND PLANT REQUIREMENTS. NLTH OF WILLIAM M. u ESCHENFELDER y LIC. NO. 045144 SIGNAL "SOUTH BIOFILTER" CROSS SECTION SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: MJH STORMWATER MANAGEMENT DETAILS DESIGNED BY: SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 21 OF 27 � BIOFILTER BE FM = 595.00 594 \ BIOFILTER WEIR = 594 o0 594 BIOFILTER BOT M = 593.00 - OV 591 591 UNDER DRA N MIN 1 % SLO E 588 77 1' DEEP MI 1_7 oUoQOo�oQ o�oQOo 588 C) Cl) (D )s) r-a 585 cci ri G) M Iri ri (3) 0) C6 46 `�) 0) IX) LO 0) lr) 585 LO U') LO LO LO 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 NOTE: 1. SEE BIOFILTER DETAILS FOR FILTER MEDIA, STONE AND PLANT REQUIREMENTS. NLTH OF WILLIAM M. u ESCHENFELDER y LIC. NO. 045144 SIGNAL "SOUTH BIOFILTER" CROSS SECTION SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: MJH STORMWATER MANAGEMENT DETAILS DESIGNED BY: SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 JOB NO. 12064 SHEET 21 OF 27 Cr a v a is C V LL U, LL L Q z �E �C g� �_ �R od C\l(C z' LL LLLL ax ' I MAT — HLINE THIS SH T 3 I I 3 I c I m I w/ v 2 - #9841 2 - #9842 I I � w/ 120V/2 A w I 3 I DEDICAT D 1- #9455 I ' 1 #9458 I 3 PROXI READER - CIRCUIT ° 1 1 - #CATS 2-#9 1 2 #9841 J� j j a I W/w CREDIT CARD EXITS (EXPRES - 1 - #94 5 1 - #9842 ATION L _ _ — PARC) — 1 - #CAT5 G I 'UGi '-- — 2 = #9841 I J 311 1 � 2' 1 1 - #C'XT5 I 3 I 1' -3" 1 1 I COMMUNICATION PTO LONG -TERM LOT PARKING BOO H I I r-h — lh J I 1 I I PARKING GATE W 3 I ' I DETECTOR LOOPS ' � 1 c ' I 3 I 1 I ' 1 I I LEGEND 3 J I I I SYMBOL DESCRIPTION PROXIMITY READER I i 1 I 3 ` / — — — — — CONDUIT & CABLE DETECTOR LOOPS I ti3 I a I DUCT BANK - BURIED UNDER PAVEMENT (CONCRETE ENCASED) I 1 I m ' 3 I J �I uG1E EXISTING STORM DRAIN OHE- -- EXISTING OVERHEAD ELECTRICAL LINE �`1' -311 � 12� 3 I — — — — — — — - / UGE UGE EXISTING UNDERGROUND ELECTRICAL LINE (%(j % EXISTING UNDERGROUND TELEPHONE LINE PARKING GATE 10, .SAN EXISTING SANITARY SEWER LINE m / I M w - W EXISTING WATER LINE 1' -2" I — UGE UGE M M M h M-- -� ' .000 0 m / 3 '� UGE UGE '5 2 - #9841 MAG -STRIP TICKET I� I � I DISPENSER 00 ♦ *'" 1 - #9455 %► *�"` UGE ——Hr Now +� "" '~ / L� ���.�1�� I � � ...� woo ,o,„ /// -- UGT UGT — '--— '-------- � c I I I w j I �� �✓' m 120V120A ..�.�rrr"�'�.�..•� rwr � UG1� _. --' UGT I \\UGT DEDICATED I .01 CIRCUIT 2 - #9841 2 - #9842 I I a 1 - #9455 I I 1 - #9458 I / 1 - #CAT5 uG r uG / I I I I I � I I I S PA '/ I I I 2 - #9841 1 - #9842 j � 1- #CAT5 / I PROXIMITY READER ucr 120V/20A DEDICATED CIRCUIT 2 - #9841 r ccT 1 PARKING GATE / i I 2 - #9842 1 - #9455 11-2" Gr spy 1 - #9458 1 2' 1- #CAT5 j o Gr #9841 1- #9455 �'cr 10.1 Gr UGT D CTOR LOOPS 11-311 I �Gr / z I 110' -3" I PROXIMITY READER � � DETECTOR LOOPS _ ,_ _j 2 - #9841 �'Gr I / 1 - #9455 j uGE 1 - #9842 I 3 GE 1 - #CAT5 h 120V/20A DEDICATED h I SPARKING uG a CIRCUIT GATE 10 0 10 20 I 2 SCALE: 1"=10' FEET UGE ' a � � UG MATCHla E -THIS SH ET U 11 PLTH o F SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) JOB NO. 12064 9711 Farrar Court, Suite 100 "�''�� o Richmond, Virginia 23236 DELTA \�i U ESCHENFE DER > phone: (804) 275 -8301 # fax: (804) 275 -8371 A 0.045144 �o� ? 1?,5-LIC. 1 + www.deltaalrport.com INCe F ssI ��� oNAL UTILITY LAYOUT DRAWN BY: MJH SHEET 23 OF 27 DESIGNED BY: SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: " DATE: NO. REVISIONS BY APP. DATE 1 — 10, JULY 2014 J F- 0 Q J 0) 3 a a� w 0 (D Z O n .4 7 :V L n L D i X NO. REVISIONS CONCRETE COLLAR CLASS A3 J!� A JB -S1, S2, S3 COVER DETAIL m I-" A � SECTION A -A TOP VIEW ,,.. , �� GROUND LINE ' •' ao 6" BELOW TOP COMPACTED SOIL ' AROUND SIDES 24" MIN. OF BOX GROUNDING ELECTRODE 3" " ip` �_-ii STANDARD DIMEN'' HANDHOLE -Si TWO RECESSED )V' S.S. HEX HEAD BOLTS ARE REOUIRED FOR EACH COVER. JB S2 fl24"JB JB -S3 3NDU1T ENTRANCE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC- SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY VARIES 10'i -10 0 r WATER SEWER O O LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS. WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D, SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W- 1 TD -1 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deItaairport.com ECI -1 PROPOSED PAVEMENT /8/ Z J / U J/ /1 IL m 4 // l� HANDHOLE JUNCTION BOXES MAY BE STRAIGHT OR FLARED WALL W DESIGN. MATERIALS SHALL TWO RECESSED )V' S.S. HEX HEAD BOLTS ARE REOUIRED FOR EACH COVER. CONFORM TO SECTION 238 OF THE ROAD & BRIDGE SPECIFICATIONS. BASE COVER BELL ENDS SHALL BE INSTALLED ON THE ENDS OF PVC CONDUITS. ♦ A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED, UNLESS OTHERWISE 2" CLEAR (MIN) SPECIFIED ON THE PLANS. GROUNDING BUSHINGS SHALL BE INSTALLED ON THE ENDS OF METAL CONDUITS. 3/4" CHAMFER J -HOOK WIRE SUPPORTS SHALL BE SECURELY ATTACHED TO THE JUNCTION BOX BELL ENDS AND BUSHINGS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT ENTRY. WITH A BOLT AND NUT WITH A NEOPRENE WASHER OR AN EXPANSION FITTING. *DEPTH OF CONDUIT ENTRANCE FOR USE OF MAGNETIC DETECTORS SHALL BE IN CONDUITS SHALL EXTEND 2" TO 3" MAX. INTO THE INSIDE WALL OF THE ACCORDANCE WITH STANDARD TO -2. JUNCTION BOX. CONDUIT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE PLANS. THE JUNCTION BOX MAY BE A TWO PIECE DESIGN WITH THE TOP SECTION NO THE COVER SHALL HAVE A NON-SKIO SURFACE WITH LETTERS CAST IN THE DEPRESSION LESS THAN 17 IN DEPTH. ON TOP. THE LETTERS "VDOT ELEC % "VDOT TRAF ", "VDOT COMM" OR UTILITY AS VOIDS RESULTING FROM ENTRANCE OF CONDUITS INTO JUNCTION BOXES SHALL APPLICABLE ARE TO BE P' WIDE. COVERS USED FOR JUNCTION BOXES INSTALLED WITHIN BE COMPLETELY FILLED WITH AN APPROVED MATERIAL. MUNICIPALITIES AND NOT MAINTAINED BY VDOT SHALL NOT REQUIRE THE VDOT REFERENCE. ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING ELECTRODE SPECIFICATION XV DOT REFERENCE JUNCTION BOX ROAD AND BRIDGE STANDARDS 7GO FOR NON- DELIBERATE TRAFFIC USE REVISION DATE SHEET 1 OF 1 238 6 -15 -09 VIRGINIA DEPARTMENT OF TRANSPORTATION 1317.20 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC- SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY VARIES 10'i -10 0 r WATER SEWER O O LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS. WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH D, SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W- 1 TD -1 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deItaairport.com ECI -1 PROPOSED PAVEMENT /8/ Z J / U J/ /1 IL m 4 // FINISHED GRADE LOCATOR TAPE DIRECT BURIAL NONMETALLIC OR NONMETALLIC OR CONDUCTOR CABLE METAL CONDUIT METAL CONDUIT NON - PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION ECI-2 PAVEMENT SHALL BE RESTORED IN ACCORDANCE EXISTING WITH THE CONTRACT PROVISIONS. PAVEMENT %i !gyp ca cu NOTES: CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 6" MAXIMUM WIDE RED PLASTIC LOCATOR TAPE 6" TO 8" BELOW FINISHED GRADE AND DIRECTLY ABOVE BURIED CONDUIT OR CONDUCTOR CABLES, EXCEPT UNDER PAVEMENT. CONDUIT INSTALLED UNDER EXISTING OR PROPOSED ROADWAYS FOR DIRECT BURIED CABLES SHALL EXTEND 24" BEYONDTHE PAVED SURFACE AND /OR SIDEWALK. WHERE CONDUIT FOR POWER AND CONDUIT FOR COMMUNICATION ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EACH OTHER, CONDUITS SHALL BE PLACED PARALLEL IN A COMMON TRENCH WITH NO LESS THAN 6" OF SEPARATION SEPARATION BETWEEN CONDUIT SYSTEMS. 7!Y BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY FILL (FREE OF ANY STONES. CINDERS, WOOD, ROOTS, DEBRIS. ETC.) +k ONE OR MORE CONDUITS AS REQUIRED. ®ONE OR MORE CONDUCTOR CABLES AS REQUIRED. OFFSETTING OF CONDUIT MAY BE USED FOR TIEING INTO EXISTING CONDUIT SYSTEMS OR BYPASSING OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTION. THE CONDUIT SHALL MAINTAIN A MINIMUM CLEARANCE OF 12" FROM THE CLOSEST POINT OF THE OBSTRUCTION. [PROJECTED CONDUIT LINE a CONDUIT LINE 8 z D D WIDTH OF OFFSET NONMETALLIC OR METAL CONDUIT EXISTING PAVEMENT AREA INSTALLATION METHOD OF OFFSETTING CONDUIT �VDOT ELECTRICAL CONDUIT AND CONDUCTOR CABLE SPECIFICATION RFERE CE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 of 1 REVISION DATE UNDERGROUND INSTALLATION 700 1318,10 06 -15 -2009 VIRGINIA DEPARTMENT OF TRANSPORTATION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INI i IAL BAC KFIL BEDDING 8 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH REMOVE ALL STONES TO INSURE FHE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABI SOIL INITIAL BAC KFILL ,4I,�, rl �, 8' MIN MIN #68 STONE JLAR FILL AS ROVED BY ACSA `STABLE SOIL OR ROCK NOTE 1 NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2 NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4 NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG W-2 TD -2 DELTA AIRPORT CONSULTANTS, INC. jNOTE HYDRANT I MUS F BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD Z1 LENGTH OF BRANCH VARIES 6' MIN (270") 2' TO 10' 7 CU FT 18 VALVE BO, *68 STONE-\ 36'MIN v�:.r , ,' . 6ALVETE '' '' r i o 8" X 61 TEE 2500 PSI CONCRET BASE AND THRUST : i��•;'�% BLOCK AGAINST UNDISTURBED SFABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR `JANE MAIN IN ALL INSTALLATIONS A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2 MAINTAIN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH IT IS NOT ALLOWED IN THE DITCH 5 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE HIE PREVAILING GROUNDWATER LLEVAHON IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NTS FIG W -4 TD -7 ���PLTH O� G 0 ���;�� ►�`WILLI M M. � aJ ESCHENFELDER y LIC. 0.045144 �O �� , /1+ SS /ONAL vzG SEE POI SEE POLE DETAIL FINISHED GRADE HANDHOLE LOCATOR TAPE i GROUND LUG BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS 2" CLEAR (MIN) AS REQUIRED 3/4" CHAMFER 00 30" GRADE / L FINISHED GRADE LOCATOR TAPE DIRECT BURIAL NONMETALLIC OR NONMETALLIC OR CONDUCTOR CABLE METAL CONDUIT METAL CONDUIT NON - PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION ECI-2 PAVEMENT SHALL BE RESTORED IN ACCORDANCE EXISTING WITH THE CONTRACT PROVISIONS. PAVEMENT %i !gyp ca cu NOTES: CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 6" MAXIMUM WIDE RED PLASTIC LOCATOR TAPE 6" TO 8" BELOW FINISHED GRADE AND DIRECTLY ABOVE BURIED CONDUIT OR CONDUCTOR CABLES, EXCEPT UNDER PAVEMENT. CONDUIT INSTALLED UNDER EXISTING OR PROPOSED ROADWAYS FOR DIRECT BURIED CABLES SHALL EXTEND 24" BEYONDTHE PAVED SURFACE AND /OR SIDEWALK. WHERE CONDUIT FOR POWER AND CONDUIT FOR COMMUNICATION ARE TO BE INSTALLED IN CLOSE PROXIMITY TO EACH OTHER, CONDUITS SHALL BE PLACED PARALLEL IN A COMMON TRENCH WITH NO LESS THAN 6" OF SEPARATION SEPARATION BETWEEN CONDUIT SYSTEMS. 7!Y BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY FILL (FREE OF ANY STONES. CINDERS, WOOD, ROOTS, DEBRIS. ETC.) +k ONE OR MORE CONDUITS AS REQUIRED. ®ONE OR MORE CONDUCTOR CABLES AS REQUIRED. OFFSETTING OF CONDUIT MAY BE USED FOR TIEING INTO EXISTING CONDUIT SYSTEMS OR BYPASSING OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTION. THE CONDUIT SHALL MAINTAIN A MINIMUM CLEARANCE OF 12" FROM THE CLOSEST POINT OF THE OBSTRUCTION. [PROJECTED CONDUIT LINE a CONDUIT LINE 8 z D D WIDTH OF OFFSET NONMETALLIC OR METAL CONDUIT EXISTING PAVEMENT AREA INSTALLATION METHOD OF OFFSETTING CONDUIT �VDOT ELECTRICAL CONDUIT AND CONDUCTOR CABLE SPECIFICATION RFERE CE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 of 1 REVISION DATE UNDERGROUND INSTALLATION 700 1318,10 06 -15 -2009 VIRGINIA DEPARTMENT OF TRANSPORTATION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INI i IAL BAC KFIL BEDDING 8 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH REMOVE ALL STONES TO INSURE FHE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABI SOIL INITIAL BAC KFILL ,4I,�, rl �, 8' MIN MIN #68 STONE JLAR FILL AS ROVED BY ACSA `STABLE SOIL OR ROCK NOTE 1 NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2 NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4 NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG W-2 TD -2 DELTA AIRPORT CONSULTANTS, INC. jNOTE HYDRANT I MUS F BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD Z1 LENGTH OF BRANCH VARIES 6' MIN (270") 2' TO 10' 7 CU FT 18 VALVE BO, *68 STONE-\ 36'MIN v�:.r , ,' . 6ALVETE '' '' r i o 8" X 61 TEE 2500 PSI CONCRET BASE AND THRUST : i��•;'�% BLOCK AGAINST UNDISTURBED SFABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR `JANE MAIN IN ALL INSTALLATIONS A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1 SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2 MAINTAIN A 3' MIN COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH IT IS NOT ALLOWED IN THE DITCH 5 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE HIE PREVAILING GROUNDWATER LLEVAHON IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NTS FIG W -4 TD -7 ���PLTH O� G 0 ���;�� ►�`WILLI M M. � aJ ESCHENFELDER y LIC. 0.045144 �O �� , /1+ SS /ONAL vzG SEE POI SEE POLE DETAIL REINFORCING 12" PVC CONDUIT(S) AS REQUIRED SEE NOTE 2 UNDISTURBED SOIL OR WELL COMPACTED j BACKFILL ALL AROUND 24" DIA MIN LIGHT POLE FOUNDATION DETAIL NTS NOTES 1 CONCRETE COMPRESSION STRENGTH IN 28 DAYS TO BE 3000 PSI MINIMUM 2 FOUNDATION DESIGN SHOWN IS CONCEPTUAL POLE FOUNDATION DESIGNS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA 3 ANCHOR BOLTS AND BASE PLATE SIZE AND LENGTH AS REQUIRED BY POLE MANUFACTURER, IF FOUNDATION DIAMETER MUST BE INCREASED TO ACCOMMODATE BOLT PATTERN, CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST TO THE OWNER 4. FOUNDATION AND POLE SHALL BE ORIENTED TO ACHIEVE THE LIGHT ORIENTATION RELATIVE TO THE PARKING LOT, APRON, AND GATE AS INDICATED ON THE PLANS 5 SHOP DRAWINGS - APPROVED SHOP DRAWINGS REQUIRED FOR ALL POLES, FIXTURES, BALLAST, ISO DIAGRAM, AND FOUNDATION DESIGN 6 LIGHT POLE FOUNDATION IS INCIDENTAL TO THE LUMP SUM PARKING LOT LIGHTS PAY ITEM PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE o I f II ADJUSTABLE VALVE BOX W/ LID II O I Z n� 2 ID m M J GATE VALVE WATER LINE 14 1 1d b R I (-h) 2500 P S I CONCRETE d 2'x 2' BEARINGAREA THRUST BLOC 4 4 d 4 d d a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG W-5 TD-8 SURFACE PARKING EXPANSION All? NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET UTILITY DETAILS MJ" 24 DESIGNED BY: OF SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: 27 NONE JULY 2014 POLE HANDHOLE GROUND LUG BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS 2" CLEAR (MIN) AS REQUIRED 3/4" CHAMFER ALL AROUND 30" GRADE REINFORCING 12" PVC CONDUIT(S) AS REQUIRED SEE NOTE 2 UNDISTURBED SOIL OR WELL COMPACTED j BACKFILL ALL AROUND 24" DIA MIN LIGHT POLE FOUNDATION DETAIL NTS NOTES 1 CONCRETE COMPRESSION STRENGTH IN 28 DAYS TO BE 3000 PSI MINIMUM 2 FOUNDATION DESIGN SHOWN IS CONCEPTUAL POLE FOUNDATION DESIGNS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA 3 ANCHOR BOLTS AND BASE PLATE SIZE AND LENGTH AS REQUIRED BY POLE MANUFACTURER, IF FOUNDATION DIAMETER MUST BE INCREASED TO ACCOMMODATE BOLT PATTERN, CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST TO THE OWNER 4. FOUNDATION AND POLE SHALL BE ORIENTED TO ACHIEVE THE LIGHT ORIENTATION RELATIVE TO THE PARKING LOT, APRON, AND GATE AS INDICATED ON THE PLANS 5 SHOP DRAWINGS - APPROVED SHOP DRAWINGS REQUIRED FOR ALL POLES, FIXTURES, BALLAST, ISO DIAGRAM, AND FOUNDATION DESIGN 6 LIGHT POLE FOUNDATION IS INCIDENTAL TO THE LUMP SUM PARKING LOT LIGHTS PAY ITEM PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE o I f II ADJUSTABLE VALVE BOX W/ LID II O I Z n� 2 ID m M J GATE VALVE WATER LINE 14 1 1d b R I (-h) 2500 P S I CONCRETE d 2'x 2' BEARINGAREA THRUST BLOC 4 4 d 4 d d a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG W-5 TD-8 SURFACE PARKING EXPANSION All? NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET UTILITY DETAILS MJ" 24 DESIGNED BY: OF SEW/WME CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: 27 NONE JULY 2014 J 0 a J 3 a 3 .. o(9 �Q c� - Z w 0X D101 - D102 609 U W w 12064 609 606 W d 00 -� Cb O o 606 p U M I-�� 603 Z> > >�_°� w a M pU(0 °a +1 606 0 � HYDRANT. �' 0 606 M N w Ln SEE DETAIL. 603 >IL_ p0> `> -,1 co w0 603 600 >ILZ 7 90° BEND D101 _ � 6" DIP, CL 52 600 D102 \ 603 600 D40 TI 603 WATERMAIN CR CLASS III WITH 8" x 6" TAKIING SLEEVE SLOP = 1.30% AND VALVE. 603 __ _zo2 04 M LO Or- (7C) O 600 , 597 (0 600 597 597 597 . z 1.5%_� � 597 597 co co U? o n SLOP SS 111 E =2.0 594 L6 (0 Co t co 594 0 C R M .4 Cif O 9 +90 10 +20 10 +50 10 +80 D101 - D102 609 U W w 12064 609 606 I- ~ -� F-� I-p� o 606 EX 603 Z> > >�_°� D °a +1 603 FIRE HYDRANT. .. 36" M N w Ln SEE DETAIL. 603 iYml ~�map� `> -,1 co w0 603 600 o 7 90° BEND 603 _ � 6" DIP, CL 52 600 -- -- _. ` \ D400 600 D40 TI INTO EXISTING WATERMAIN + WITH 8" x 6" TAKIING SLEEVE \ AND VALVE. 603 __ _zo2 04 M LO Or- (7C) O M , 597 (0 (D COW RCP -f I 597 597 . z 1.5%_� � 597 42" 9 +90 10 +20 10 +50 10 +80 FIRE HYDRANT 3 ACSA REVIEW COMMENTS NO. I REVISIONS MJH JDB 9/23/14 BY APP. DATE D201 - E202 LEGEND - -- - - - EXISTING GRADE w p U W w 12064 (�w M I- ~ 9 F-� I-p� o Lo EX 603 Z> > >�_°� D °a +1 603 606 U) Q .. 606 VERT: 1" = 3' J III w Ln pw�ww wU) p 2 I- iYml ~�map� `> -,1 co w0 = 605.23 600 o D201 600 603 _ � 603 TO BE r �"" -- -- _. ` \ D400 REMOVED D40 �` w 606 603 + E40 597 \ 600 597 603 __ _zo2 600 URVE LEN = I �X 34 LF " 1 , 24 LF ., 1 5 tiSt• OF E RCP -f I 594 597 . z 1.5%_� � 597 42" MIN co SLOP SS 111 E =2.0 +I 0 LO Liz / M +I0 0 C R M .4 Cif O Z ` 594 Z X 594 o° 0)rr- Lri 591 (0 L6 ri ° (0° cl' 591 9 +90 10 +20 10 +50 D201 - E202 LEGEND - -- - - - EXISTING GRADE w p TES W w 12064 (�w jO�L°� I- ~ 9 F-� I-p� M -j>0 M Z> rn EX 603 Z> > >�_°� �-z °a +1 603 OQa"`nW W fr- pW�W J t3? co VERT: 1" = 3' J III w Ln pw�ww wU) ~ w ��~� iYml ~�map� (D -,1 co w0 = 605.23 600 o EL = 606.59 600 PI EL = 606.2 _ � 0., 606 r �"" -- -- _. ` _ D400 D40 �` w 606 603 + E40 597 \ CURVE 597 603 I MIN URVE LEN = 0.00 594 24 LF ., 1 5 ~' ` 594 42" MIN SLOP SS 111 E =2.0 +I � / M +I0 *602.56* C R M .4 Cif 7 L.01 ` CO LO 591 LO F- 591 w p -0 z TEST HOLE 7 > zz X Z _ - - W W 001- L(') M 588 66 (0 co 588 9 +90 10 +20 10 +50 D400 - E402 PROPOSED GRADE EXISTING WATER LINE PROPOSED PIPE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com BASELINE "ENTRANCE CL" DELTA AIRPORT CONSULTANTS, INC. 609 TES HOLE 10 12064 DRAWN BY: VP STA = 11 +53. 9 609 M EX ROUND: 607.0 27 SCALE. VPI ST = 10 +55.24 JULY 2014 VERT: 1" = 3' TOP PI STA = 12 +19.29 r- VPI EL = 605.23 VP EL = 606.59 PI EL = 606.2 o 0., 606 r �"" -- -- _. ` _ r -- -' CURVE LEN = 20.0 606 603 + °? \ CURVE LEN = 26.43 603 I MIN URVE LEN = 0.00 o ~' ` 42" MIN � 612 *602.56* 7 L.01 ` `I° 612 w 603 TEST HOLE 7 TEST HOLE 3 EX GROUND: L(') M D: 605.83 -� ~Gy_ ti (6 T HOLE 1 8" WATER LINE: 603.11 TEST HOLE 6 F- 2 EX GROU D: 608.51 EX GROUND: 606.91 o `W 48 EXCAVA FED TO 8', (0 600 12 WATER LINE: CD M LINE: 600 88 CA W 600 597 TEST HOLE CO BTM HC LE- 600.51 5597 II W X GROUND: 6(4.54 9w 12" WATER LINE: 6C0.04 II 597 r II J p O 597 w II W W J Q w d TEST HOLE 4 + (0 II CD w EX GROUN 609 Q a W 12" WATER LINE: = 594 II w -j 609 594 ° w 594 a� 0 +I N co It +I c0 (0 d LL J +I T.- OM +I 1 -1 r°l +I (0 59 Lri 00 6 C . LO c0 CD U J r-) 6 o r� 0 591 O M w +1 O ti +I co r--- Cl? +I O) +1 c7 +I L() (0 591 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 (N"" O"-I CO 00 N C)Q +- CO 00 O.. O w 0) 591 O (.0(0 c0 (O O (O (0 M (O Lid 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 J CL CI ° 606 L.` .` -0.6o% - --- - 606 1.39° M N STA = 10+42.00 Ln _ "�'_ c 0 + Lii (M + o EL 60 5.74 Nom It c0 rn� 11 o caoor �'/ -- I II Q II _'I 603 qt C + � O F- Cn W 603 (n W -� J Q u U 0- a UU CL a_ W d. >> a~ a 600 600 597 597 O Oro (-1 Mr- C) It M NLn MO r r (3) wt CV L0 (0 ( ) [� d r I t (0 M T- d (S) 594 (6 L6 CD o iU (.0(0 6 Ln CD C) tr) L6 C� o Cf? .4 6 C3 o (f> 6 (6 Ca � (S7 O L6 (6 o O (D CO (6 O C� o C0 (fl 6 (O 0 o {U (0 I� a (.0 t (� 594 O CO O (f? 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 12 +60 12 +90 13 +20 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com BASELINE "ENTRANCE CL" DELTA AIRPORT CONSULTANTS, INC. 609 TES HOLE 10 12064 DRAWN BY: SHEET MJH 25 609 EX ROUND: 607.0 27 SCALE. DATE: HORIZ. 1" = 30' JULY 2014 VERT: 1" = 3' TOP CONC:605.72 1 606 r �"" -- -- _. ` _ r -- -' 606 603 \ 603 I MIN *602.79* *600.99* ~' ` 42" MIN *602.56* 7 ` 603 600 w 603 TEST HOLE 7 TEST HOLE 3 EX GROUND: 606.81 EX GROU D: 605.83 -� ~Gy_ *600.99* TE T HOLE 1 8" WATER LINE: 603.11 TEST HOLE 6 2 EX GROU D: 608.51 EX GROUND: 606.91 EX `W 48 EXCAVA FED TO 8', 600 12 WATER LINE: 602.31--/ 12" WATER LINE: 600 88 NO UTILITIES FOUND 600 597 TEST HOLE 5 BTM HC LE- 600.51 5597 W X GROUND: 6(4.54 9w 12" WATER LINE: 6C0.04 597 () W 597 w W J TEST HOLE 4 CD w EX GROUN • 602.90 594 W W 12" WATER LINE: 589.05 594 (n -j 594 ° w 594 a� a +I N co It +I c0 (0 d -1-1 It (0 LO +I T.- OM +I 1 -1 r°l +I (0 59 Lri 00 6 C . LO c0 CD L6 C) Oo cs; 00 r-) 6 o r� 0 591 O M +I o0 +1 O ti +I co r--- Cl? +I O) +1 c7 +I L() (0 591 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 (N"" O"-I CO 00 N C)Q +- CO 00 O O w 0) 591 O (.0(0 c0 (O O (O (0 M (O Lid 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 ALBEMARLE COUNTY SERVICE AUTHORITY 12" WATERLINE PROFILE *INDICATES COMPUTED ELEVATION. NO TEST HOLE EXCAVATED AT THIS POINT* NOTE: 1. MINIMUM 42" OF COVER ABOVE WATERLINE 609 JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH 25 609 SEW/WME OF 27 SCALE. DATE: HORIZ. 1" = 30' JULY 2014 VERT: 1" = 3' 1 606 r �"" -- -- _. ` _ r -- -' 606 603 603 42" MIN *600.99* 7 7 M `- w 600 w TEST HOLE 3 EX GROU D: 605.83 TE T HOLE 1 12" WATER LINE: 601.83 TEST HOLE 2 EX GROU D: 608.51 EX GROUND: 606 48 EXCAVA FED TO 8', 12" WATER LINE: 600 88 NO UTILITIES FOUND 597 BTM HC LE- 600.51 5597 W 9w () W W (n J 594 ° 594 a� O +I N co It +I c0 (0 d -1-1 It (0 LO +I T.- OM +I 1 -1 r°l +I (0 59 Lri 00 6 C . LO c0 CD L6 C) Oo cs; 00 r-) 6 o r� 0 591 (0 (0 (fl (� CO (� CO (01w U (0 1 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 RWSA 12" WATERLINE PROFILE *INDICATES COMPUTED ELEVATION. NO TEST HOLE EXCAVATED AT THIS POINT* NOTE: 1. PRIOR TO BEGINNING GRADING OPERATIONS, THE CONTRACTOR SHALL, IN THE PRESENCE OF A REPRESENTATIVE FROM THE RWSA, EXPOSE THE EXISTING 12" RWSA WATERLINE IN AT LEAST TWO LOCATIONS BETWEEN STA 9 +90 AND STA 10 +80 FOR THE PURPOSE OF VERIFYING THE LINE'S EXISTING GRADE. 2. IF THE WATERLINE IS FOUND TO BE AT AN ELEVATION WHICH WILL PROVIDE 42" OF COVER UPON COMPLETION OF GRADING, THE CONTRACTOR MAY BEGIN GRADING. 3. IF THE WATERLINE'S ELEVATION IS FOUND TO PROVIDE INSUFFICIENT COVER (I.E. LESS THAN 42 "), THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING, PROVIDE COPIES OF ALL TESTS RESULTS, AND REQUEST DIRECTION AS TO HOW TO PROCEED. IF THE COVER IS INSUFFICIENT BY SIX INCHES OR LESS, THE CONTRACTOR SHALL ANTICIPATE THAT THE ENGINEER WILL PROVIDE REVISED GRADES. IF THE COVER IS INSUFFICIENT BY MORE THAN SIX INCHES, THE CONTRACTOR SHALL ANTICIPATE THE NEED TO LOWER THE WATERLINE. ALTH OF j ESCHENFELDER y LIC. NO. 045144 �o�� 14 / 15-- sIONAL ��G SURFACE PARKING EXPANSION DRAINAGE & WATERLINE & CENTERLINE PROFILES CHARLOTTESVILLE - ALBEMARLE AIRPORT AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH 25 DESIGNED BY: SEW/WME OF 27 SCALE. DATE: HORIZ. 1" = 30' JULY 2014 VERT: 1" = 3' I,S Nd IN VS bS �CF I GE UGE \ Z UGE UGE E \ n 3' 8 -QS \ SI NEW #l. 0 \ \ 11 ITS OF PROJECT DIST BANCE. o ARKINGREA SIGN. E SEE CIVIL PLANS. �� — _ I DETAILS SCHEDUL �T _ 80 TO ROW. UGT 90 _ _ S + SMALL UNDERSTORY TREE + CANOPY TREE x EVERGREEN TREE � SMALL EVERGREEN TREE k CANOPY TREE x LARGE EVERGREEN SHRUB 0 SMALL EVERGREEN SHRUB \ DECIDUOUS SHRUB - - - - - -- EDGE OF MULCH /PLANTING BED UNDERSTORY TREE GROUNDCOVER AREA PROPOSED PLANT KEY X. SWAT L E E S ENT 140 -CPS County ofAlberrutrle Conservation Plan Checklist -.To be placed on Landscape Plans (Han400ak, Rp 111 -284 -111 -297 toe couiplov apieciticatioiis) 1, The tol rll„wine items shall be shown on the plea: ® Trees to W saved;, ® Limits ofcle'ertng {outside driptine of tma to be saved}, ® Location and type of protective fencing-, q Clrade changes requiring tree wells or walls, D Proposed trenching or tunneling beyond the limits of clearing. 2, Markinspi; ISI All trees to be saved shall be marked with print or ribbon at a height clearly visibie_to equipment operators. 91 - No grading shalt be&,until the-tree tttaticing has been inspected and approved by a County inspector, 3. Prc-Ct n t�trugjlrilt onfereng M Tree preservation and pratectitin- measures shall be reviewed with the contractor on'sitc. d, Eavigment Overstigia in Heavy equipme_tai, vehicular trailic and storage of construction materials including soil shall not be permitted- within the driplines ofirces to be saved. 5. Sail Erosion and Stormwater Uetentioa Devices: ' 91 Such Devices shall not adv' owly affect trees to be saved, r., ® Fircs arc not permitted iYithin IC)t} feet of the dnptine ttfttct s to he .tveci. 7. Toxic btaterials: ® Toxic materials shall. not, be stored within 100 feet of the dripline of trees to be saved. 8. protective 10 Trees to be retained within 40 feetofaproposed building orgrading activity shall be protected by fencing, ® ' f`ett6log shal l be In place and shall be inspected and approved by a County Inspector prirtr to grading or construction, 9. Tree Wells: When the ground level must be raised within the dripiine of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree S1'rtfls: �I When dte ground level must be lgwered within the dripiine a tree to be saved, a tree wall shall b;,proyided, and a construction do-tall submitted for approval. 11. Trenching and Tunneling: 10 When trenching is required within the limits oi'cic�sri'ng, it shall W done as faraway from the trunks of trees as possible. Tunneling under a lai9e,tree shall be cortsldcred as an altcrnatsve when it is anticipatcd that necessary tretielting will destroy fcv*r roots. 12. Citanug. ® Protective fencing shall W the last, itcm3 removed during the final cleanup. 13. ® pamaged trees shall be treated immediately by pruning, feailixation or other methods recommended by a tree specialixt. NOTE: IT IS T it DEVELOPER'S RESPONSIEtLI.0 TO CONFER WITH THIS CONTRAiC*TOR ON TREE CONSERVATION CONTRACT PUItC"A5ER SIGNATURE (Dr_Tp S /1 106 Pagel of l 02 - _PLANT KEY AND NOTES SCALE: NTS I COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW COMMENTS DTA DTA 7122114 N0. I REVISIONS 1 e Tj I � I -1j, 0 J ---, fT ri ** I I SHEET L-1 MATCH�tINE_ t � ` s I v ` tt -PL \ I 5 CA II -CC \ 1 I \ \ 35 -CP 5 -CA TICKET M� CHINE CANOPY, z\ I 16 -CA 1 NEW SIGN 2. I KING TYPICAL. r .SEE DETA'/L ON L -4 1 3 1 IT SIGN. E� TAILS 3 -LS COOROIN NTE FINAL LOCATION \ 1 1 & SCHEDULES 2�0' TO ROW. AND AL CONSTRUCT161 WITH \ 1 CIVIL ELE TRI C L ANS. TYPI �L. \ II -CA \ s DE OLIIS EXI TING \ SHRUBS 1 THIS ISLAND I -979 71 1 PLANTING BED AND MULCH ` Ems, TYPICAL. ,' \ 11 3 1 DEM L�S EXI TING SH UBS I THIS ISLAND ALL NON- MULCHED, ISTURBED AREAS SHALL BE RMANENTLY \ CP EX. WATERLINE �— EASEMENT SEEDED. SEE Cl PLANS. EMODSH EXISTING 1 O \ Inn IDn \ TREE PROTECTION FENCING SEC PLANS DTL. w O 1 H UBS IN THIS /SL AND / 3 1 sl 1 � 1 l 1 DE OLIS EXIS IN SHRUB IN IS 1 LAN \ I o�E w w I II o 6 -HQ N W I GN� #3. I E PL YEE KG. 90 -PL 12_1 10 -SA SI (N. SEE TLS. a C EDULE 18 -CA 4 -VP i I 8' TO ROW. I 30 -C I I 1 1 O \ II Dn I Dn I I �9 I ICOOR IN A E PLANT IN WITH IT H AND S 0 E j �L OCA ION 2 i I I51 -P EXIST. 6" RED Q I LE TO REMAIN 10 -H N H TREE PROTECT. J FENCING. 18 I RA ALL NON- M�JLCHED, DI ST RBED ' w AREAS HA L BE PER MA E L Y 6 -AG a SE CIVIL P A S� ' ISEEDED 1 1 / J 1 I 1 -QP 1 A I 1 1 I � I � 1ST. 6" RED 8 _R PLE TOR MAIN I I IPLANTI G BED AND 1 EE PROTECTION MULCH DGE, TYPI A FENC�G, T YP. LI ITS OF PR J CT 4- R 2 -CC \ J DISTURBANC EE I l 3 -PO \ 1 \ 1 EXIS 6 RED MAPLE 16 -RAG 1 \ \ 1 Tn, E AIN WITH TREE 6-RAG / C VIL PLAN ROT CTION FENCING. \ s \ 5�0 -CP I I - ' _ ON 2:1 SLOPES � 15 VP 1 \ MHO — _ 6- JVC- -' PROPO REEL I NE AFTER \ L RING AND GRUBBING. OO SEE CIVIL PLANS FOR y� \ LOCATICO " \ 01 - LANDSCAPE PLAN SCALE: I" = 20' ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 Sq BIOFILTER NO. I APPROX. LIMITS SEE CIVIL > PLANS. BIOFI L TER \ AREA SHALL BE COVERE H� \ 2 OF HARDWOOD B MULCH \ �1L11 F PROJECT > / D URBANCE. SEE\ I V I L PLANS. -SAC 37S \ \ 3 \ A_ - \ - - - - - - `I �6- S I \ \ �6 A \ \ \ \ I\ Q H RB C \ T ROUR \ S E 10 I TE #1 PL NT K� \ 0 0 FQR a ANTI\ E \ z \\ DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 * www.deltairport.com f � � g JD �Y Tti a �� yl o � o N �o a ON o 7 -22 -14 VA o J � CERTIFICATE No. t �r 000311 r�0 LANDSCNyt �4C SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L -1 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 EX. SAN. EASEMENT SEW. \ \ i \ Inn IDn \ TREE PROTECTION FENCING SEC PLANS DTL. w O 1 H UBS IN THIS /SL AND / 3 1 sl 1 � 1 l 1 DE OLIS EXIS IN SHRUB IN IS 1 LAN \ I o�E w w I II o 6 -HQ N W I GN� #3. I E PL YEE KG. 90 -PL 12_1 10 -SA SI (N. SEE TLS. a C EDULE 18 -CA 4 -VP i I 8' TO ROW. I 30 -C I I 1 1 O \ II Dn I Dn I I �9 I ICOOR IN A E PLANT IN WITH IT H AND S 0 E j �L OCA ION 2 i I I51 -P EXIST. 6" RED Q I LE TO REMAIN 10 -H N H TREE PROTECT. J FENCING. 18 I RA ALL NON- M�JLCHED, DI ST RBED ' w AREAS HA L BE PER MA E L Y 6 -AG a SE CIVIL P A S� ' ISEEDED 1 1 / J 1 I 1 -QP 1 A I 1 1 I � I � 1ST. 6" RED 8 _R PLE TOR MAIN I I IPLANTI G BED AND 1 EE PROTECTION MULCH DGE, TYPI A FENC�G, T YP. LI ITS OF PR J CT 4- R 2 -CC \ J DISTURBANC EE I l 3 -PO \ 1 \ 1 EXIS 6 RED MAPLE 16 -RAG 1 \ \ 1 Tn, E AIN WITH TREE 6-RAG / C VIL PLAN ROT CTION FENCING. \ s \ 5�0 -CP I I - ' _ ON 2:1 SLOPES � 15 VP 1 \ MHO — _ 6- JVC- -' PROPO REEL I NE AFTER \ L RING AND GRUBBING. OO SEE CIVIL PLANS FOR y� \ LOCATICO " \ 01 - LANDSCAPE PLAN SCALE: I" = 20' ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 Sq BIOFILTER NO. I APPROX. LIMITS SEE CIVIL > PLANS. BIOFI L TER \ AREA SHALL BE COVERE H� \ 2 OF HARDWOOD B MULCH \ �1L11 F PROJECT > / D URBANCE. SEE\ I V I L PLANS. -SAC 37S \ \ 3 \ A_ - \ - - - - - - `I �6- S I \ \ �6 A \ \ \ \ I\ Q H RB C \ T ROUR \ S E 10 I TE #1 PL NT K� \ 0 0 FQR a ANTI\ E \ z \\ DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 * www.deltairport.com f � � g JD �Y Tti a �� yl o � o N �o a ON o 7 -22 -14 VA o J � CERTIFICATE No. t �r 000311 r�0 LANDSCNyt �4C SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L -1 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 �,� - ►11111.1111!•.• � ,• �/ � 1 �� � \� �111111111�1•� � � .. •�1 �� `� � 1 � ►p'�11111111�i'1111111 � �1�1� �� • . � �� •11111111/11111111111 � �. WA1111i!•:'�i1111i1�11i11�1i11� I� ` :1i1i'�i1i11�1i1�11i1�11i11�1i� � ►, - ' 11111i1111i1111i1 .11i1111i1111.�. . . • i . o ` �� v — �111111111.1!►•1111111i�1Q • ����!1r�j11`���� �1111j1111111�i�1���,�G- - �1111111j1111i�1111j111��� � � 1 ■ ■ ►�.;.,•...•.., ,•.•.•.1.� •_1, .....,•..,•..,flll,..•..•.1.1• •.1.•.••,.x•.1..,•.,., r- ►, - ..:. - . p•111�111� �111111� •�111�1111111.11� 'I �• •111111�•1�1111111111111111� •1,Q11111i1!1!� , . - . - �0- 111111�p1111111111111 X1111111 .. 0 I �11:111�11,�11:1�11:111�e• 11•�11�1', . r 11 I `i`,��� ►. 1i# 1111111•p • �111111� . `� • • , . 11�1j� :•11111i1111i!���� , �I ♦ '111A1�.� • I X11 11 ,�• ,� 111r•11i �/ O • 1 _ C 02 - BIOFILTER NO. 2 LANDSCAPE PLAN (SEE CIVIL PLANS FOR LOCATION) SCALE: I" = 20' 03 - LANDSCAPE MATERIALS SCHEDULE SCALE: NTS I COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 N0. I REVISIONS BY JAPP. JDATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 z 25 -PV ANTING BED A �. CH EDGE, TYPI / \\ \ i 12 -CC 6 -HQ \ 4-NS �� 1 117) 10 -RA � \ ' Ib- G 3A L ON- MULCHED, TUR D ` / Z / / RE,TS SHALL BE PE ANENT Y / �S EDED. SEIVIL \PLAN J\\ 3 O� S PLANTING B D AND MULCH EDG TYPtCA --� FAR6ING AREA L I G T / \ I ON CONCRE STAIL. p \ SEE DETAILS. \\ � 19 -RAG X. ATERLINE EASEMENT \ \ -� 5 -AR W I 0 �4 �0 f- ---- -cc 3 -A 3 -LS4 1 � 1 LII OF PROJECT �� 1 D ST ANCE. SEE 1 NS. c �I / I \ / / -D � -RAG ALL - MULCHED, DI S , \ = P NTL 2 -A G � EEDED C I V/ FLAN / n / 4- w l ,cam, / w I / EX.-10 T RLINE 4 -RAG EASEMENT —� SGT 3 -CCU G '-Q 12 -VP I 3 \ PARKING AREA GT L GHT ON CONCRET co cF EDESTAIL. SEED MILLS. o ANTING BED AN NEW F. H. WITH 90 -PL r� N96H EDGE, TYPIC 20' ESMT. 10 -SA \ 14 -RAG 4 -VP 4 -VP i 8 -0S ' \ 51- V \ / 18 -CA OJECT DIST BANCE. ° 1 SEE CIVIL PLANS. U I 1 3 /.qHEEATAL--2-M�TC H INE I6 -IV J UGT, �n ` _ — ' s 1 SHEET L -1 MATCH�I E — `1- L 01 - LANDSCAPE PLAN SCALE: I" = 20' DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 * Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 4 www.deltairport.com ALTH D� ° 7 -22 -14 DAVID T. ANHOLD J X�- CERTIFICATE No. v �f 000311 14NDSC&VV' A4G 01 o of ` <o! 00 1/ � 4s s A« BE PERMANEN ,t Y �I SEEDED. SEE CIVIL PLANS. l �o o TYPICAL. ro K O � I o o � `�III0 � I. I' I i I II � r r III 1 li N W icN:ua. i q 5 2-1 EMPLp YEE PKG � j�SI�N.i SEE QTLS I >i & SCMEDULE �c I B' TO ROW / II I I, I SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L-2 DESIGNED BY: OF DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 PARKING AREA PLANT MATERIALS ROOT/ CANOPY CANOPY Symio-L­j SCIENTIFIC NAME - - COMMON NAME NO. SIZE CONT.---- ONT. _ NOTES - EACH SQ. FT. TOTAL SQ. FT. TREES I AG 1 AMELANCHIER GRANDIFLORA "AUTUMN BRILLIANCE" ;AUTUMN BRILLIANCE SERVICEBERRY I -- -- - - 17 f - -- 6' -7' HGT - _ - - - -- . _ B &B MULTI -TRUNK 130 2210 - -- - - -; -- - -- -- - - -- - -- - -- - - - - -- AR ACER RU_BRUM RED MAPLE - -� I 13 2 5" C_AL_, B &B 397 5161 CC 1 CERCIS CANADENSIS REDBUD 25� 1— 6' -T HGT B &B 124 3100 !-2 5" CAL B &B _ __._ .. _ CCA CARPINUS CAROLINIANA AMERICAN HORNBEAM 1 11 129 1419 JV JUNIPERUS VIRGINIANA VIRGINIA CEDAR 21 T -8' HGT B &B 16 336 ..........._._ -_ -_ -_ JVC JUNIPERUS VIRGINIANA 'CANAERTIf' CANAERTII VIRGINIA CEDAR __- 36 - -- -- -__- ....... 4' -5' HGT -,.. -......._..-..... ...._.........___- B &B _.._--- -_ -.,. --- _--- -_ -_.. - 16 576 LS LIQUIDAMBAR STYRACIFLUA " ROTUNDILOBA" ROTUNDILOBA SWEETGUM 10 1 2 5" CAL B &B 206 2060 NS 1 NYSSA SYLVATICA 1 BLACK GUM ( 6 - 2 5 " -3" CAL I B &B 123 738 PO j PLATANUS OCCIDENTALIS ? SYCAMORE 7 2 5" C_AL B &B 1253 8771 QS ( QUERCUS SHUMARDII - - -( I SHUMARD OAK _ _ 8 F 2 " -2 5" CAL B &B 329 2632 _ _ _ _ - ___ QP QUERCUS PHELLLOS _ - - -, - - WILLOW OAK �1W4 _ _ }}3 5° 4" CA & - _ - _ _ 370 5180 _ _ SA -� - SASSAFRAS ALBIDUM 1 SASSAFRAS ( 10 I 6' -7' HGT B &B 197 1970 j 34,153 SHRUBS & GROUNDCOVERS ( ( I AA ARONIAARBUTIFOLIA "BRILLANTISSIMA" BRILLIANTCHOKEBERRY 8 4' -5'HGT #5 CONT - -�' CA CLETHRAALNIFOLIA "HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 55 I 2' -3' HGT #3 CONT C_P CERASTOSTIGMA PLUMBAGINOIDEE LEADWORT 843 NA QUART SPACE 18" O C - _ HQ HYDRANGEAQUERCIFOLIA "ALICE " �1 _ ALICE OAKLEAF HYDRANGEA [ 39 I 3'-4' HGT ! #7 CONT ! IV ( ITEA VIRGINIANA "HENRY'S GARNET' ; HENRY'S GARNET SWEETSPIRE 79 2' -3' HGT #3 CONT ' PL PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHIP LAUREL { 172 1, 3'-4' HGT B &B ' PLO PRUNUS LAUROCERASUS "OTTO LUYKEN" OTTO LUYKEN LAUREL ( 39 2' -2 5' HGT B &B P_V r PANICUM VIRGATUM "SHENANDOAH" SHENANDOAH PANIC GRASS:::_ _; ( 109 ? -_ NA #3 CONT _ US AROMATICA - AROMATIC SUMAC -- -16 1 3'-4' HGT B &B RAG RHUS AROMATICA "GRO -LOW" ! GRO -LOW AROMATIC SUMAC 136 18 "4,V7 HGT #3 CONT , VP I VIBURNUM PRAGENSE ! PRAGUE VIBURNUM (- 57 BIOFILTER NO. 1 PLANT MATERIALS TREES AND SHRUBS AS ALNUS SERRULATA SMOOTH ALDER ( 6 1 3'-4' HGT #5 CONT SPACE AS SHOWN CS CORNUS SERICEA "BALLEYF' - BAILEYS RED TWIG DOGWOOD �- 3'-4' HGT #3 CONT _ SPACE AS SHOWN - SAC SAMBUCUS CANADENSIS COMMON ELDERBERRY -3 I 3'-4' HGT #5 CONT SPACE AS SHOWN - - - - -- -- - - - - - - - -- - ------ - - - - -- -- - - -- SS SALIX SERICEA - -- -- - ---r -- - - - - SILKY WILLOW }- 3 2' -3' HGT -: - - #3 CONT -- - - - - - - -- ---- --- --- -- -- SPACE AS SHOWN HERBACEOUS PLANTS: GRASSES AND FORBS Al AS_CLEPIAS INCARNATA ', SWAMP MILKWEED 15 i NA #1 CONT SPACE 24" O C EF E_UTROCHIUM FISTULOSUM- HOLLOW JOE -PYE WEED -_ ( -10 I_ NA _ #1 CONT SPACE 30" O C ; - -- IS HELIANTH IDES HD i HELIOPS O j OXEYE SUNFLOWER I 10 NA #1 CONT SPACE 3-0-"-0 C SCC SCIRPUS CYPERINUS 1 WOOL GRASS 50 NA #1 CONT SPACE 24" O C SR SOLIDAGO RUGOSA ROUGH- STEMMED GOLDENROD I 15 I NA ; #1 CONT SPACE 24" O C VN VERNONIA NOVEBURACENSIS 1 NEW YORK IRON WEED ( 15 ? NA #1 CONT SPACE 24" O C BIOFILTER NO. 2 PLANT MATERIALS TREES AND SHRUBS I I AS j ALN_US SER_RU_LA_TA y__- SMOOTH ALDER 13 : 3'-4' HGT #5 CONT SPACE AS SHOWN _ _ CO _ CEPHALANTHUS OCCIDENTALIS i BUTTONBUSH _ _ ( 10 3'-4' HGT #3 CONT SPACE AS SHOWN CS CORNUS SERICEA "BAILEI?' BAILEYS RED TWIG DOGWOOD 12 3' 4' HGT #3 CONT SPACE AS SHOWN PO j PLATANUS OCCIDENTALIS SYCAMORE------.------- 3 i 1.5 " -2" CAL Y &B QB QUERCUS BIC_OL_OR SWAMP WHITE OAK_ 3 i 1,5 " -2" CAL _B B &B _ SAC SAMBUCUS CANADENSIS_ i COMMON ELDERBERRY - - 18 I_ HGT - #5 CONT SPACE AS SHOWN SN _ SALIX NIGRA - - 1 BLACK WILLOW- -3'-4' 6 i 3'-4' HGT #5 CONT SPACE AS SHOWN TD TAXODIUM DISTICHUM 1 BALD CYPRESS -(- 5 15 %2" CAL B &B 70 HERBACEOUS PLANTS: GRASSES AND FORBS i J Al ASCLEPIAS INCARNATA SWAMP MILKWEED 40 I NA #1 CONT SPACE 24" O C _ - EF EUTROCHIUM FISTU_LOSUM HOLLOW JOE -PYE WEED �- 25 _ NA #1 CONT SPACE 30" O C D -- IS HELIANTHOIDES OXEYE SUNFLOWER 25 NA #1 CONT SPACE 30" O C MF MONAR_DA_FIS_TU_LOSA - - _ _ _- 1 WILD BERGAMOT- -_- - -- _ r 30 !_ NA _ - #1 CONT SPACE 24" O C PV PANCUM VIRGATUM SWITCH GRASS ( 95 NA #1 CONT SPACE 24" O C SCC T SCIRPUS CYPERINUS WOOL GRASS _ 60 1 NA #1 CONT __ _ _ _ _ __ SPACE 24" O C _ __ ___ -- _ _ --- __ - --- -- -- ' -- -- -_ -__- _ _ _ __ __ ___ _ __ _ - SR 1 SOLIDAGO RUGOSA RO_ UGH- STEMMED GOLDENROD 40 I NA - -- - #1 CONT -___ -- -___ SPACE 24" O C _ _ VN [ - v VERNONIA NOVEBURACENSIS NEW YORK IRON WEED 40 NA #1 CONT SPACE 24" O C - - -_- - -- -- [LANDSCAPE CALCULATIONS & NOTES: ----- - - - - -- -- - -- - - - - -- — 1 - - - - - - -- - - [ I - - - - -- 1 - - -- 1) STREET TREES: IN THE EVENT OF A PLANT QUANTITY DISC REPENCY TREES REQUIRED = PROJECT FRONTAGE / 35' = 550'/ 35' = 16 TREES BETWEEN THE SCHEDULE AND THE PLANS, THE TREES PROVIDED = 16-TREES _- - ____________- ___ -____- CONTRACTOR SHALL FOLLOW THE PLANS - [2) PARKING AREA TREES: -- r - - - -- -- - -- -- - INTERIOR TREES REQUIRED TOTAL PARKING SPACES; 10)_= 347 SPACES / 10 = 35 TREES INTERIOR TREES PROVIDED =41 1 ' 3PARKING AREA LANDSCAPING -- _ _ LANDSCAPE AREA REQUIRED = 117,037 SQ FT PAVEMENTX 5 %= 5,852 SQ FT LANDSCAPE AREA PROVIDED= 8,915 SQ FT 4) TREE CANOPY SITE CANOPY REQUIRED = 176,244 SQ FT X 10% = 17,624 SQ FT SITE CANOPY PROVIDED= 34,153 SQ FT (NEW TREES ONLY) -I--- __ --- ______ (5) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT THE TOPPING OF TREES JIS PROHIBITED SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT - - - - - - - - - -, -- - T - [ - - }6) BIO- RET ENT-ION & RAIN GARDEN TREES AND SHRUBS SHALL BE INTERSPERSED EQUALLY WITHIN EACH FACILITY IN GROUPS BY THE CONTRACTOR THE CONTRACTOR SHALL STAKE THE FINAL LOCATION OF EACH PLANT IN THE BIO- RETENTION AREA FOR APPROVAL BYTHE ARCHITECT - -- - - 03 - LANDSCAPE MATERIALS SCHEDULE SCALE: NTS I COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 N0. I REVISIONS BY JAPP. JDATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 z 25 -PV ANTING BED A �. CH EDGE, TYPI / \\ \ i 12 -CC 6 -HQ \ 4-NS �� 1 117) 10 -RA � \ ' Ib- G 3A L ON- MULCHED, TUR D ` / Z / / RE,TS SHALL BE PE ANENT Y / �S EDED. SEIVIL \PLAN J\\ 3 O� S PLANTING B D AND MULCH EDG TYPtCA --� FAR6ING AREA L I G T / \ I ON CONCRE STAIL. p \ SEE DETAILS. \\ � 19 -RAG X. ATERLINE EASEMENT \ \ -� 5 -AR W I 0 �4 �0 f- ---- -cc 3 -A 3 -LS4 1 � 1 LII OF PROJECT �� 1 D ST ANCE. SEE 1 NS. c �I / I \ / / -D � -RAG ALL - MULCHED, DI S , \ = P NTL 2 -A G � EEDED C I V/ FLAN / n / 4- w l ,cam, / w I / EX.-10 T RLINE 4 -RAG EASEMENT —� SGT 3 -CCU G '-Q 12 -VP I 3 \ PARKING AREA GT L GHT ON CONCRET co cF EDESTAIL. SEED MILLS. o ANTING BED AN NEW F. H. WITH 90 -PL r� N96H EDGE, TYPIC 20' ESMT. 10 -SA \ 14 -RAG 4 -VP 4 -VP i 8 -0S ' \ 51- V \ / 18 -CA OJECT DIST BANCE. ° 1 SEE CIVIL PLANS. U I 1 3 /.qHEEATAL--2-M�TC H INE I6 -IV J UGT, �n ` _ — ' s 1 SHEET L -1 MATCH�I E — `1- L 01 - LANDSCAPE PLAN SCALE: I" = 20' DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 * Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 4 www.deltairport.com ALTH D� ° 7 -22 -14 DAVID T. ANHOLD J X�- CERTIFICATE No. v �f 000311 14NDSC&VV' A4G 01 o of ` <o! 00 1/ � 4s s A« BE PERMANEN ,t Y �I SEEDED. SEE CIVIL PLANS. l �o o TYPICAL. ro K O � I o o � `�III0 � I. I' I i I II � r r III 1 li N W icN:ua. i q 5 2-1 EMPLp YEE PKG � j�SI�N.i SEE QTLS I >i & SCMEDULE �c I B' TO ROW / II I I, I SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L-2 DESIGNED BY: OF DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 I ( I 4' I PLATE 1rL PLATE I i I� 1 STAINLES STEEL DOVETAIL SLOT WALL TIE @ 16" O.C.VERT. & HORIZ. FIELD LAID BRICK VENEER. BRICK AND MORTAR TYPE AND COLOR SHALL MATCH EXISTING SIGNS. CONCRETE FOOTING. 3200 PSI / I I All I I ' I I I I PLAN: MASONRY BASE SCALE: 3/4" = I' =0" BITUMINOUS DAMPPROOFING APPLIED TO CONCRETE (TYPICAL ALL FACES) CONTINUOUS I" STAINLESS STEEL DOVETAIL SLOTS @ 16" O.C. 2 r 2 ALUMINUM A4CESS PANEL 6" 3" I� 0 2" SQUARE STOCK ALUMINUM FULLY WELDED BOX FRAME W/ DIAGONAL CROSS BRACING 2" THICK PRE -CAST SANDSTONE MATCH EX. SIGN TYPE & COLOR ALUMINUM ACCESS PANEL FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED, #6 STAINLESS SCREWS, PHILLIPS HEAD. -_ PLATE ANCHOR BOLTS PLAN: ALUMINUM SIGN SCALE: 3/4" = I' =0" 5' -10" ------- - - - - -- ------- - - - - -- 18 # /CU. FT. HIGH DENSITY POLYURETHANE W/ • — — — — CONVERSION VARNISH FINISH. ADHERE W/ 1 I ' EPDXY ADHESIVE AND INTERIOR FASTENERS. COLOR TO MATCH EX. SIGNS 2" SQUARE STOCK ALUMINUM I FULLY WELDED BOX FRAME EQUAL i REMOVABLE MESSAGE PANELS SHALL BE .080 W/ DIAGONAL CROSS BRACING ' ALUMINUM. PAINT TO MATCH SIGN SKIN. ON BACK AS NEEDED. ATTACH WITH #6 STAINLESS STEEL SCREWS ' PAINTED TO MATCH SIGN COLOR. ALL EDGES ------ - - - - -- ------ - - - - -- SHALL BE FLUSH AND SEALED. - -- ------------ ---- - - - - -- SIGN SKIN SHALL BE 0.125" SEAMLESS ALUMINUM 6' -4" ( ' SHEETS WITH STRUCTURAL BRACING AS REQUIRED REMOVABLE MESSAGE PANELS SHALL BE .080 FOR FACES TO BE FLAT AND FREE OF DISTORTION. ALUMINUM. PAINT TO MATCH SIGN SKIN. EQUAL ' BACKGROUND COLOR TO BE SHOP PAINTED WITH ACID ATTACH TO FRAME WITH #6 STAINLESS STEEL I I ETCHED PRIMER AND ACRYLIC POLYURETHANE. COLOR SCREWS PAINTED TO MATCH SIGN COLOR. ALL I TO MATCH EXISTING SIGNS. SKIN ADHERED TO EDGES SHALL BE FLUSH. PROVIDE MESSAGE I I ALUMINUM FRAME BY LORD ACRYLIC ADHESIVE 406/19. PANELS AS SHOWN ON SIGN SCHEDULE DRAWING. I I 1 I I 2" SQUARE STOCK ALUMINUM 4. LIGHT EQUAL i i i FULLY WELDED BOX FRAME L----------- 1----- - - - - -- I _ - -- + ----------------------------------- - — - — - — - — - — - — - — - — - — -- 2" THICK PRE -CAST SANDSTONE BASE TYP. LIGHTING NOTES COLOR TO MATCH EX. SIGNS. ' STANCHION - MOUNTED LIGHT FIXTURE -SEE ELECTRICAL. CENTER ON SIGN FIELD LAID BRICK VENEER COLOR TO MATCH BRICK ON EXISTING SIGNS. f 6' FRONT ELEVATION SCALE: 3/4" = 1'=011 CONSTRUCTION NOTES: 1) ALL MATERIALS AND WORKMANSHIP SHALL MATCH EXISTING SIGNS AS FABRICATED BY GROPEN SIGN COMPANY, CHARLOTTESVILLE, VA. CONTRACTOR SHALL PROVIDE DETAILED CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER & ARCHITECT. 2) CONTRACTOR SHALL WARRANTEE ALL MATERIALS AND WORKMANSHIP INCLUDING VINYLS AND COATINGS FOR INDUSTRY STANDARD OF FIVE YEARS. 3) LETTERING & DECORATION SHALL BE ALUMINUM AND REFLECTIVE HIGH INTENSITY GRADE SILVER VINYL. 4) ALL JOINTS ARE TO BE ROUTED, TIGHT AND PAINTED - NOT FILLED. SEAMS AND PENCIL LINE JOINTS SHALL BE .080 WIDE. FRONT SEAMS SHALL CONTINUE AROUND ENDS. 5) ISOLATE METALS FROM MASONRY BY PLASTIC LAYER. I d d d p DTA DTA .11 01 ° p 0' � 4 r- JO AIRPORT REVIEW REVISIONS • O' °d d d I� 1 STAINLES STEEL DOVETAIL SLOT WALL TIE @ 16" O.C.VERT. & HORIZ. FIELD LAID BRICK VENEER. BRICK AND MORTAR TYPE AND COLOR SHALL MATCH EXISTING SIGNS. CONCRETE FOOTING. 3200 PSI / I I All I I ' I I I I PLAN: MASONRY BASE SCALE: 3/4" = I' =0" BITUMINOUS DAMPPROOFING APPLIED TO CONCRETE (TYPICAL ALL FACES) CONTINUOUS I" STAINLESS STEEL DOVETAIL SLOTS @ 16" O.C. 2 r 2 ALUMINUM A4CESS PANEL 6" 3" I� 0 2" SQUARE STOCK ALUMINUM FULLY WELDED BOX FRAME W/ DIAGONAL CROSS BRACING 2" THICK PRE -CAST SANDSTONE MATCH EX. SIGN TYPE & COLOR ALUMINUM ACCESS PANEL FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED, #6 STAINLESS SCREWS, PHILLIPS HEAD. -_ PLATE ANCHOR BOLTS PLAN: ALUMINUM SIGN SCALE: 3/4" = I' =0" 5' -10" ------- - - - - -- ------- - - - - -- 18 # /CU. FT. HIGH DENSITY POLYURETHANE W/ • — — — — CONVERSION VARNISH FINISH. ADHERE W/ 1 I ' EPDXY ADHESIVE AND INTERIOR FASTENERS. COLOR TO MATCH EX. SIGNS 2" SQUARE STOCK ALUMINUM I FULLY WELDED BOX FRAME EQUAL i REMOVABLE MESSAGE PANELS SHALL BE .080 W/ DIAGONAL CROSS BRACING ' ALUMINUM. PAINT TO MATCH SIGN SKIN. ON BACK AS NEEDED. ATTACH WITH #6 STAINLESS STEEL SCREWS ' PAINTED TO MATCH SIGN COLOR. ALL EDGES ------ - - - - -- ------ - - - - -- SHALL BE FLUSH AND SEALED. - -- ------------ ---- - - - - -- SIGN SKIN SHALL BE 0.125" SEAMLESS ALUMINUM 6' -4" ( ' SHEETS WITH STRUCTURAL BRACING AS REQUIRED REMOVABLE MESSAGE PANELS SHALL BE .080 FOR FACES TO BE FLAT AND FREE OF DISTORTION. ALUMINUM. PAINT TO MATCH SIGN SKIN. EQUAL ' BACKGROUND COLOR TO BE SHOP PAINTED WITH ACID ATTACH TO FRAME WITH #6 STAINLESS STEEL I I ETCHED PRIMER AND ACRYLIC POLYURETHANE. COLOR SCREWS PAINTED TO MATCH SIGN COLOR. ALL I TO MATCH EXISTING SIGNS. SKIN ADHERED TO EDGES SHALL BE FLUSH. PROVIDE MESSAGE I I ALUMINUM FRAME BY LORD ACRYLIC ADHESIVE 406/19. PANELS AS SHOWN ON SIGN SCHEDULE DRAWING. I I 1 I I 2" SQUARE STOCK ALUMINUM 4. LIGHT EQUAL i i i FULLY WELDED BOX FRAME L----------- 1----- - - - - -- I _ - -- + ----------------------------------- - — - — - — - — - — - — - — - — - — -- 2" THICK PRE -CAST SANDSTONE BASE TYP. LIGHTING NOTES COLOR TO MATCH EX. SIGNS. ' STANCHION - MOUNTED LIGHT FIXTURE -SEE ELECTRICAL. CENTER ON SIGN FIELD LAID BRICK VENEER COLOR TO MATCH BRICK ON EXISTING SIGNS. f 6' FRONT ELEVATION SCALE: 3/4" = 1'=011 CONSTRUCTION NOTES: 1) ALL MATERIALS AND WORKMANSHIP SHALL MATCH EXISTING SIGNS AS FABRICATED BY GROPEN SIGN COMPANY, CHARLOTTESVILLE, VA. CONTRACTOR SHALL PROVIDE DETAILED CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER & ARCHITECT. 2) CONTRACTOR SHALL WARRANTEE ALL MATERIALS AND WORKMANSHIP INCLUDING VINYLS AND COATINGS FOR INDUSTRY STANDARD OF FIVE YEARS. 3) LETTERING & DECORATION SHALL BE ALUMINUM AND REFLECTIVE HIGH INTENSITY GRADE SILVER VINYL. 4) ALL JOINTS ARE TO BE ROUTED, TIGHT AND PAINTED - NOT FILLED. SEAMS AND PENCIL LINE JOINTS SHALL BE .080 WIDE. FRONT SEAMS SHALL CONTINUE AROUND ENDS. 5) ISOLATE METALS FROM MASONRY BY PLASTIC LAYER. I COUNTY COMMENT REVISIONS DTA DTA 5/2/14 I AIRPORT REVIEW REVISIONS DTA DTA 7122114 NO. I REVISIONS BY I APP. I DATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 A d d o A SEALANT (BOTH SIDES) COPPER FABRIC THROUGH WALL FLASHING (BOTH SIDES) WEEPS @ 32" O.C. (BOTH SIDES) AIR SPACE - FILL WITH MORTAR TO UNDERSIDE OF THROUGH WALL FLASHING CONCRETE FOOTING TOP OF SIGN ELEV. +9' -5" ' PROVIDE 2" SQ. STOCK CROSS BRACING ON BACK OF FRAME AS NECESSARY TO KEEP ' SKIN FLAT AND FREE OF DISTORTION. 6' -4" ALUMINUM ACCESS PANEL FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED S/S FASTENERS PAINTED TO MATCH PANELS - -_ TOP BASE rFh -------- --- - - -J— ELEV. +2'- 10_3/8" __— _— _— _— _— _ —_ —__ - -�j STOP OF BRICK--- CONTINUOUS I" STAINLESS cLEV. +2' -8' ° STEEL DOVETAIL SLOTS @ ° 16" O.C. MAX. /'; STAINLESS STEEL DOVETAIL SLOT WALL TIE @ 16" O.C. VERT. AND HORIZ. a M I ° CONTINUOUS TERMINATION BAR FOR FLASHING CONCRETE CORE. 3200 PSI A GRADE -ELEV 0' -0" ° ' ° TYP. RE -BAR NOTES ° °° , #5 AT 12" O.C. VERT. EACH FACE PROVIDE STD HOOKS AT FOOTING END �a #4 AT 12" O.C. HORIZ. EACH FACE ' ° TOP OF FOOTER T__ 4 ° ° -------- - - - - -- ELEV. -2' -0" - -- g' 4 ° #4 AT 18" O.C. TOP AND BOTTOM • ° , •° ° (4) #5 CONT a ° �-- 4' -- SECTION SCALE: 3/4" = 1'=011 DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 fax: (804) 275 -8371 www.deltairport.com 13" 4 I:[i7�7►y7i7+ 2" SQ. STOCK FULLY WELDED BOX FRAMEFRAME SHIM AS REQUIRED SEALANT AND BACKER ROD CONTINUOUS DRIP EDGE PRE —CAST STONE NOTES STONE TO BE SMOOTH BUFF - COLORED NATURAL LIMESTONE SUBMIT SAMPLE OF STONE TO ARCHITECT FOR APPROVAL PROVIDE CONT. DRIP EDGE. COLOR TO MATCH EX. SIGNS. PRE -CAST AXON SCALE: I" = I' =0" 1 —1G„ T ' I' 2 T/ 3511 8 13" 8 a. .d 01 =0 r 2' I Z 35 1, 8 13" 8 ' LEVEL STRUT FOR ACCESS DOOR AT BACK OF SIGN 8" X 18" X 3/4" STAINLESS STEEL PLATE FASTEN TO BOX FRAME 3/4" GALVANIZED ANCHOR J -BOLTS LENGTH = 18" WITH WASHERS AND LOCK WASHERS ENLARGED SECTION '�LTH W r ° 7/22/14 DAVID T. ANHOLD r o c4w CERTIFICATE No. Q 000311 rid 1ANDSC&0' P4G SECTION NOTES I. FIELD LAID BRICK VENEER 2. 1 3/8" AIR SPACE 3. BITUMINOUS DAMPPROOFING 4. CONCRETE STRUCTURE 5. BITUMINOUS DAMPPROOFING 6. 1 3/8" AIR SPACE 7. FIELD LAID BRICK VENEER SCALE: V2" = 1' -0" AIP NO. SURFACE PARKING EXPANSION NON -AIP (LOCAL ONLY) DRAWN BY: SIGN DETAILS JF DESIGNED BY: DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 JOB NO. 12064 SHEET L -3 OF 1 COUNTY COMMENTS REVISIONS DTA DTA 1512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 NO. REVISIONS submitted by L v: inla- Central lCortalogNumbor. Type: . , Job Name. CL1 Rr- 90LU -4}- 2 -0B -BC LiGNT1NQ Charlottesville Airport Parking C2 -BC CIMARRON LED `' "° "`"� :A LW • Slyksh vert ally finim M -tw75t solid top nry pausing for maxdnum taaat tgttlpahort, UGKnnNQ smog Cak1 Cons7uctlxr; • Optional continuous dimming to 10% or • Slyksh vert ally finim M -tw75t solid top dlat CirCUiky avaltattta pausing for maxdnum taaat tgttlpahort, UGKnnNQ Stepsdwlieclron of ots)gtt0y ddarls horn top hottsing • LED drivers haveuui*power om- gathenng on of tw vonr� m+ar currant torotaCdan acid short dreolt pro WCU with auto fecovery • N IDwer dte-Cast akxninum heat amokates 1herrnat management • 1050 mA driver avat ble with 90L car and opbmizes PCe And dapBcal 01r�r tlgnion for irweasad lumen output manes • LED electrical assembly, inciti ft PR • Separate e6ectrletd Cartaparb devices, coo mes no power In =arid ment to optim0rrt companerttopaation tte'ofi' state • One piece die out siww gasket ensures * Surge protedw of IOM 6720 pSec wave; weather pr00 Seal ar0urtd each �ali1)e1g voltage of 320V & surge ratalg at indwklual LED for 1P65 song 2731 • t3acktigitCo ntrol (9C) option available for Lumen ruainwr"06; 85% SPA light reduction, doesn't change • L90 at 60,000 hours (Projected per IESNA (An appearance or EPA, recommended TM- 21 -11) lor Type 11 and Type N disinb utions N REMOVE BURLAP 8 STRING Indallaiion: •Stamped bezel provides rnechanLeal •TMdke- ,c"alumirxumarmdesignsam compression to seat the op" assembly malty providing madmum design UNDISTURBED SOIL BALL DIA. (MIN) • ComplematLs the Hubbell Southwest Series 0t outdoor heroes � The deceraGve arm afters a sleek upswept "while ttie eg arm follows the • Weight - 45.0 pounds„ EPA -1.3 fP 't con IDusl rledlllbnet far continuity of •feature extius)ve vv001 techabgy, •WtrdeEas sysletn for 001f acid • FttbYe slier with arm inawed for oft D1 0 1 OVDC k ll Mange dimmnxJ control Insbllotron and mounts io M2 drill pttlanr Programmable 3111101 D!t>ncar opal oun • Wall bracket, mss* arm Goer and prak3 Ufl amse add are also avadebie rca of 32 t>€gtt LED cwfW- alit 4 moun6rrg tOr virtually 121111" ratontwlthindrvld aorYtickruos anyaraplkatrort »faiESTyptNlt,Nrrd E leY FiMft • To thermoset polyester ppowder porn • COT, t ys�iitii t,l42 OKand flush gppted at nondrtel 25mp t io mevas UN friendly Amber LED options Warranty;, • CNL 70 Frve yew limited warranty 0or mare lr*- cicadae VWL 119 Eleotrkat =11L"taGmddOdM.dYYf • Wive #"I voltage 120.277 VAC, 50/60 NZ D � * tD U L1596 and C5AC2t250.0- • to tea d Wr artfora t 34iv 2M wat loo loo & 4step • •tlra�vi 30' C tv40 C bunt (OiC) 9ualdUD€�a�t^ aRr OLCvvebatel0rma'od IS •AutomatiC thermal 5idFtrotection •MersttaveryaaterIhSI90%pOwa •CA approved • F% factor and Ibis than 1 E THD � �� a�ua 1�ICti le,fta+ P�rlvuc7 atr,�rd:'ts�t 90 LED 314 VIEW 30 LED IVADWANS�r. 1. r r< 60 LED 90 LED ORDS11ING IIVFOMMATION SEE NEXT PAIGE Spaukrrng Lotag • 701 Wkw4um 6al4:vxd + rXeeonte, SC 29607 • PNW. 66-678 -1000 UGHTMO pie U (1Lf W11tftlkA erblts wSiMgrke wr pruduc5t. andkt gx�iai{ati!>SL{tu x,dbi�1 acda.ee rAVvrut nlara. flx314Srm wdaueww, IA Il,r,laa,rr.a• car nari,MxaMrm r•w auaxaArwc hww�tia.*om. +rriMW hu# nlrJal•sr[C Lr4 GENERAL LIGHTING NOTES: I. ALL FIXTURE AND POLE COLORS SHALL BE DARK BRONZE. 05 - SITE LIGHTING DETAILS NTS Submitted by Lighb ia-Cenlrqt Icatat ag Number. Type: Job Name: ARF1- K10L -4K 070 -WU-0 f SL- J LIGHTING Charrottesvi Ile Airport Parking VISOR -E, O SIGN t, V1RQlMA Not". kV - G6rrtttAkt+a -ts7Sa ARR LED SPfRUtf..falNt3 J1)b Two R I G x T I X G DECORATIVE FLOOD Aeprovats SPECtF7CA7!(7AfS PROA'f7C7'tAfAGElS1 _ 16100101 Use: woanatiana Oka wmpecl LED flood yid( a variety d HEMA . kadtlloeat W x 14 tips ttrtead4d dkkrtaudars for tf0rgappQtAbonszwc astaferye adjust" knuckhmowding WWF#Y, accent, rag trole.culDmra.taeade,areau .Ea;ryrmantwrancaammtoetacUicat signs, llperabnp tertyaen lore of -J5 C t04" compo"Is with mmovW of 4 screws Iron be* of More td0usM I:oertkutloe: �w a' � Uyq _• * Rpd ft-tat aunrnurt iuirq with powderooathwwth M Ho impact UV sWlized auyrK aukt lens . UOW 10 1x.1596 for use in wrt Iora6m pmtrcts MDs and allows for* wwrlg and • DLC OmMod (42004 and 5100K models arlA debris remeaval Consult DLC website la more de min. • tkdtled iro+rawg i50laees LED EnodrJie ran ddner praalllMZaq Vaud pe0o maree •Msorandval" Ions avadabte warranty: KOWAainwlpdeull 5 yew WTW *wranly, f% rme knfaumaum wA tqa� * 10 hlgb mined LEDs deliver up hp 2.295 tumens M-IC • 51O0KCCT6TCW ,42OOK70Ct1.300nKODOR OptiaUEkC4ritrtt • VAndiy of f; M d idnWilo K" N 04), M (4x4}, AtAitdi S10NS NM (50) and w 16x6) - for wide range of eghlrig app1Ca10ru - a _ { I- _ * 12D-277v wer&#%, 5%Wtk, 25w, 700 mA, vp t0901.1 v _�_• I • Driver 11'66 and ftS comow t + D-l0V & wnitg drlmr i GENERAL SIGN LIGHTING NOTES 1 FIXTURE BULB RATED AT 2,093 LUMENS. A tt G Will Ik 2. ONE FIXTURE REQUIRED FOR PROPOSED SIGNS NO. 1 & 3. 4.6" 74" 4,03• 6lbr. 3 TWO FIXTURES REQUIRED FOR PROPOSED SIGN NO 2 -tt4mm frgmm _102mrn 271,1.,.,,,,-„_ SNPP1NGWR ATION CERT1ftf�lTtOMS1L7SiMN:S _ e &W9 fiN 1P66 y aeatttat 1 3.18 mgtl 945' 7.49" emir :�.' C+rtniYMn�k*+la dasPwir reWrw<M' ORDERING INFORMATION ARft - K •) 1 ; 4K 070 M u t 8f ARM kcroo5 K h Wat 101. IDLED 3Kr 3000K N 3x3 lu 12w -277V 0a 6totZe F i0501,120 "Dw p-4-2W-1 M 7t rA M 04 6L 9kwtt PC Ptxatdxa,Got ot27ftly Smart Sit 5100K ISM 5x4 1 t2GV WH white Voc&darW apecdled" W 64 2 20tV GR Gray detamned detaorhad a 24W PS y ftttXAwtl yJltiQe vult", 4 277V Fa reed tko G1ear RD Red 00 cwtxa 1 C4CpwMErtcwlK*rd 6K' d,w, n cow 2 ix.4laiar C.u�m stihef aerY,l•.aaM �� SPC iJLl01iN� Spaulding ughbng • 101 Mlkrukirm dGltlavard • Oreeltviille, SC 29607 • Phone: 964- 676-1000 �• H1JB1iE1.1- x 1 c w r 1 w s iartauwcanMruad:ttalswM�praMwP ts.prulucLt4 + nrauoaarafuBil�cirlW�.C�r.wg.wuwutmtta: LisOmnp oaar4strvlolra r1or1�1c AaaaJ+ra.rrr4•F1wa•kwamlm #au •,rYb MMKAer+ .M1e eswe • aM1abu..1 sm-PiA mot 06 - SIGN LIGHTING DETAI NTS ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 a3utxrttted by LiOhtitiy Vkil"a- timbal 9AM. Job Name: i.LGH4TINe ° Charlottesv ille Airport Parking TYPO. C4 -BC Lv. CErarttAkl4r -t67te CIMARRON LED Cak1 1 oill dual clrcutry available ' I t UGKnnNQ Slrayktaksn .� Ic collage, over- current proteCtiOri acid sttOrt THREE 2" SO. OAK STAKES A j, r ELL-i 11,1111 t elefates thermal nrartagemalt • 1050 mA dmer avalable wM 90L con - and opwnizes PC8 and optical perfor- "hori for Increased lumen output nrance • LED electrical assembly, Ire WOg PH • Separate oplim and eietirical compart- devices, com" am power in ment for optimum component operation C • One Wave die cut allum gasket enwres _t ( } E_ � weather proof seal a f1)411d each keg votage of $2OV & axge rating of A 1 C 0 ti P a wltlr 213x4' 11*0 sum W eW e5nr SW EGa• 96Mn Iowa leamw NSMMr MOM ORDS11ING IIVFOMMATION SEE NEXT PAIGE Spaukrrng Lotag • 701 Wkw4um 6al4:vxd + rXeeonte, SC 29607 • PNW. 66-678 -1000 UGHTMO pie U (1Lf W11tftlkA erblts wSiMgrke wr pruduc5t. andkt gx�iai{ati!>SL{tu x,dbi�1 acda.ee rAVvrut nlara. flx314Srm wdaueww, IA Il,r,laa,rr.a• car nari,MxaMrm r•w auaxaArwc hww�tia.*om. +rriMW hu# nlrJal•sr[C Lr4 GENERAL LIGHTING NOTES: I. ALL FIXTURE AND POLE COLORS SHALL BE DARK BRONZE. 05 - SITE LIGHTING DETAILS NTS Submitted by Lighb ia-Cenlrqt Icatat ag Number. Type: Job Name: ARF1- K10L -4K 070 -WU-0 f SL- J LIGHTING Charrottesvi Ile Airport Parking VISOR -E, O SIGN t, V1RQlMA Not". kV - G6rrtttAkt+a -ts7Sa ARR LED SPfRUtf..falNt3 J1)b Two R I G x T I X G DECORATIVE FLOOD Aeprovats SPECtF7CA7!(7AfS PROA'f7C7'tAfAGElS1 _ 16100101 Use: woanatiana Oka wmpecl LED flood yid( a variety d HEMA . kadtlloeat W x 14 tips ttrtead4d dkkrtaudars for tf0rgappQtAbonszwc astaferye adjust" knuckhmowding WWF#Y, accent, rag trole.culDmra.taeade,areau .Ea;ryrmantwrancaammtoetacUicat signs, llperabnp tertyaen lore of -J5 C t04" compo"Is with mmovW of 4 screws Iron be* of More td0usM I:oertkutloe: �w a' � Uyq _• * Rpd ft-tat aunrnurt iuirq with powderooathwwth M Ho impact UV sWlized auyrK aukt lens . UOW 10 1x.1596 for use in wrt Iora6m pmtrcts MDs and allows for* wwrlg and • DLC OmMod (42004 and 5100K models arlA debris remeaval Consult DLC website la more de min. • tkdtled iro+rawg i50laees LED EnodrJie ran ddner praalllMZaq Vaud pe0o maree •Msorandval" Ions avadabte warranty: KOWAainwlpdeull 5 yew WTW *wranly, f% rme knfaumaum wA tqa� * 10 hlgb mined LEDs deliver up hp 2.295 tumens M-IC • 51O0KCCT6TCW ,42OOK70Ct1.300nKODOR OptiaUEkC4ritrtt • VAndiy of f; M d idnWilo K" N 04), M (4x4}, AtAitdi S10NS NM (50) and w 16x6) - for wide range of eghlrig app1Ca10ru - a _ { I- _ * 12D-277v wer&#%, 5%Wtk, 25w, 700 mA, vp t0901.1 v _�_• I • Driver 11'66 and ftS comow t + D-l0V & wnitg drlmr i GENERAL SIGN LIGHTING NOTES 1 FIXTURE BULB RATED AT 2,093 LUMENS. A tt G Will Ik 2. ONE FIXTURE REQUIRED FOR PROPOSED SIGNS NO. 1 & 3. 4.6" 74" 4,03• 6lbr. 3 TWO FIXTURES REQUIRED FOR PROPOSED SIGN NO 2 -tt4mm frgmm _102mrn 271,1.,.,,,,-„_ SNPP1NGWR ATION CERT1ftf�lTtOMS1L7SiMN:S _ e &W9 fiN 1P66 y aeatttat 1 3.18 mgtl 945' 7.49" emir :�.' C+rtniYMn�k*+la dasPwir reWrw<M' ORDERING INFORMATION ARft - K •) 1 ; 4K 070 M u t 8f ARM kcroo5 K h Wat 101. IDLED 3Kr 3000K N 3x3 lu 12w -277V 0a 6totZe F i0501,120 "Dw p-4-2W-1 M 7t rA M 04 6L 9kwtt PC Ptxatdxa,Got ot27ftly Smart Sit 5100K ISM 5x4 1 t2GV WH white Voc&darW apecdled" W 64 2 20tV GR Gray detamned detaorhad a 24W PS y ftttXAwtl yJltiQe vult", 4 277V Fa reed tko G1ear RD Red 00 cwtxa 1 C4CpwMErtcwlK*rd 6K' d,w, n cow 2 ix.4laiar C.u�m stihef aerY,l•.aaM �� SPC iJLl01iN� Spaulding ughbng • 101 Mlkrukirm dGltlavard • Oreeltviille, SC 29607 • Phone: 964- 676-1000 �• H1JB1iE1.1- x 1 c w r 1 w s iartauwcanMruad:ttalswM�praMwP ts.prulucLt4 + nrauoaarafuBil�cirlW�.C�r.wg.wuwutmtta: LisOmnp oaar4strvlolra r1or1�1c AaaaJ+ra.rrr4•F1wa•kwamlm #au •,rYb MMKAer+ .M1e eswe • aM1abu..1 sm-PiA mot 06 - SIGN LIGHTING DETAI NTS ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 a3utxrttted by LiOhtitiy Vkil"a- timbal 9AM. Job Name: i.LGH4TINe ° Charlottesv ille Airport Parking TYPO. C4 -BC Lv. CErarttAkl4r -t67te CIMARRON LED Cak1 wla dual clrcutry available ' I fmm UGKnnNQ SPEL'tf7C4nW Ga»trracttoruau • Optimal co ntinuctis ammnp to 10% or • Styfzh vertmily finned die-cast sold top dual clrcutry available 'SOM. VW1 oluurasrgpdy rdd�n�s I fmm • LEE} drivers have oulprrt power ova€ - gagwilig on top of gta housing collage, over- current proteCtiOri acid sttOrt THREE 2" SO. OAK STAKES arcul prolwbon wdh auto recovery • lower olio -cost atumnuMn hit elefates thermal nrartagemalt • 1050 mA dmer avalable wM 90L con - and opwnizes PC8 and optical perfor- "hori for Increased lumen output nrance • LED electrical assembly, Ire WOg PH • Separate oplim and eietirical compart- devices, com" am power in ment for optimum component operation tit 'oft' state • One Wave die cut allum gasket enwres • Surge protecWn of t OKA 0(20 pSec wave, weather proof seal a f1)411d each keg votage of $2OV & axge rating of Indtrtdual LEO Ior 1P65 tatktg 273J • for l ((HQ Lumen maintertmm o don oes�rl'tume 951 /1t I�trolr 2160,000 ihoLars (Projected per IEStN kli n appearglilattce a EPA, recom�ed TU- for Type Ili and Type IV distributions N REMOVE BURLAP 8 STRING cWaklTftm * SUmped bezel provides medWical - Two arm designs are dxkTlpiet5ler) to seat the optical assembly aovsfti a provW Q maadmum 1let r UNDISTURBED SOIL BALL DIA. (MIN) • Complen 3 the Nina 1 Southwest series of outdoor tortures • The decaaGve arm offers a sleek upswept look while the Stra# t arm iollowS the • Weight - 45.0 pwrids, EPA -1.3 it 's conkxar Gnat for Carlos of • fea ures excusive, w0J88 tedktolov -Wxra m system Lear DOW and, • kdiuCG sthipswltt arm rnstitted star ease 0f 0-f OVOC fuN aDa cikrkhting ccrhuW insiatlabat acrd mounts W tit dirt pattern ProyrdrmtaGle A t for mus opera tiolt +Wei bracket, mast arm fnler taxi PDJe Dpticaa amse add are also avadebie • Cttoicattf 32 tuglt tx` LEO rxxdigrt• allowing easy motanGtq for virwh rawns with wldiyidel� fences arty ap Kation grtsd W F$ Type It, It, iv and rr,: Ffniah •CCTSl00Kstaftd,3000K.4200Kam + TG)C Otermnsel pOMesrar paint foahappliedatMnroil .6milcrtliduless UN friendly Amber LED options • C1it 70 five year"l(rrtftead warren, (for more Gdor- l ill gtit4kx r&alf EleckkaL' t ostr�i[�L • ljr"-A input voltage 120 -M WA JWBD 1fiz Lim UL15W 3W CSA C22.2it2W,0- + k ta4ratslap doevtt ir7rneformer bar 3,41v 24 fa wet wittiats & 48800iitt +M oels meetOesignloucow- •Ambjdttopekalkrgtanpordkre 3UC1D40C 'DuLCw lteutormaedefahl • Autofna r themtef tell - protection • Drivers have greater Man 90% power • fOAapproved + rdS ixior and Less (hart 10% THD CEH'lifIGAlr!Opv St7Af6S 1 upswepbirm F SbaigiKka r g I; t A 1M�" 0 e I � TT A e C a E F a srvr 2134" ,r our etnr 65A• •err iilmMS 02.4 4GM ta4RMn /R1avrt 14uo t m. ti ERING INFORMATION SEE NEXT PACE UUAfnM Spelrkdrdg UghOng •701 MMeririlun 9urt11vaN + t7ear+tbM, SC 29007 • Pporte, 6e4- 67a-1t700 Due lu aurwnmuwd exkm kaoeprwe ar praActs, produt Wx�aulwne an 4uarct acbup►wrttuutr,oac. oaoltftJUeOMdaUCMaln MeaMlaauanM•H wM• WrmatM .wwaeir*tM4twvyatewydeetna4w • RtwherA MU04rei M4 SEE PLANS FOR EXACT LAYOUT SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH 4" DEEP IMMEDIATELY AFTER PLANTING AND WATER -� THOROUGHLY. PLANTING PIT SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. _ SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" TALL WATERING BERM (FINISHED GRADE V11, NOTE FOR SHRUB BEDS SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS - SHRUB PLANTING DETAIL NTS 04 - TREE PLANTING DETAIL NTS DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com 7 -22 -14 N DAVID T. ANHOLD k4adw CERTIFICATE No. v 000311 LANDSCAPE �4G SIGN CONSTRUCTION NOTES: I. ALL SIGN CONSTRUCTION SHALL MATCH EXISTING SIGNS FOR EXACT MATERIALS AND METHODS. CONTRACTOR TO SUPPLY FINAL CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER AND THE ARCHITECT PRIOR TO ANY FABRICATION. 2. ALL LETTERING SHALL BE REFLECTIVE HIGH INTENSITY GRADE #3870 SILVER VINYL TO MATCH EXISTING SIGNS. APPLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. SIGN NO. 2 SHALL HAVE LETTERING AND LIGHTING ON THE FRONT AND BACK. 1' -41" - Overflow ParWan 2 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS. T- .5" X 52" SOLID LINE 3 25 IN. SMALL LETTERS AND L __--1 P" .00 Per Day�� 4" CAPITAL LETTERS & NOS. 4" DIRECTIONAL ARROW. TYPICAL e• 2\\\ DIMENSIONS. CENTER ON PANEL lo. 3 -SIGN MESSAGE PANELS DA1LUATE APPLIES 3" CAPITAL LETTERS. AFTER -FIRST 24JQURS CENTER ON MESSAGE PANEL PROPOSED SIGN #1 PROPOSED SIGN #2 Employee �rking 4 PROPOSED SIGN #3 01 - SIGN SCHEDULE SCALE: 112"=V-0" GROUND COVER AND /OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT - GROUNDCOVER PLANTING DETAIL NTS 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS 0.5" X 52" SOLID LINE I -SIGN MESSAGE PANEL FRONT AND BACK DIRECTIONAL ARROW TYPICAL DIMENSIONS. NOTE: TEXT & GRAPHICS SHALL BE INSTALLED ON BOTH FRONT & BACK OF THIS SIGN. I -SIGN MESSAGE PANEL 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS 0.5" X 52" SOLID LINE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY i- TO EVENLY FILL PLANTING BED OR AREA MULCH 3" DEEP AFTER PLANTING '- AND WA TER THOROUGHL Y FINISH GRADE ham- SUBGRADE SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) LANDSCAPE, SIGN AND DRAWN BY: JF LIGHTING DETAILS DESIGNED BY: DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 JOB NO. 12064 SHEET L-4 OF SET TRUNK PLUMB. SEE - 4 PLANS FOR EXACT LAYOUT I AND SPACING. TREE TIES, SEE SPECS. THREE 2" SO. OAK STAKES SET 120 DEGREES APART FINISHED GRADE APPLY 3" OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH o WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT ROMTS, PLANTING SOIL, PLANTING SOIL AMENDMENTS. ° N REMOVE BURLAP 8 STRING FROM TOP 113 OF ROOT ' BALL THREE TIMES UNDISTURBED SOIL BALL DIA. (MIN) 04 - TREE PLANTING DETAIL NTS DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com 7 -22 -14 N DAVID T. ANHOLD k4adw CERTIFICATE No. v 000311 LANDSCAPE �4G SIGN CONSTRUCTION NOTES: I. ALL SIGN CONSTRUCTION SHALL MATCH EXISTING SIGNS FOR EXACT MATERIALS AND METHODS. CONTRACTOR TO SUPPLY FINAL CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER AND THE ARCHITECT PRIOR TO ANY FABRICATION. 2. ALL LETTERING SHALL BE REFLECTIVE HIGH INTENSITY GRADE #3870 SILVER VINYL TO MATCH EXISTING SIGNS. APPLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. SIGN NO. 2 SHALL HAVE LETTERING AND LIGHTING ON THE FRONT AND BACK. 1' -41" - Overflow ParWan 2 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS. T- .5" X 52" SOLID LINE 3 25 IN. SMALL LETTERS AND L __--1 P" .00 Per Day�� 4" CAPITAL LETTERS & NOS. 4" DIRECTIONAL ARROW. TYPICAL e• 2\\\ DIMENSIONS. CENTER ON PANEL lo. 3 -SIGN MESSAGE PANELS DA1LUATE APPLIES 3" CAPITAL LETTERS. AFTER -FIRST 24JQURS CENTER ON MESSAGE PANEL PROPOSED SIGN #1 PROPOSED SIGN #2 Employee �rking 4 PROPOSED SIGN #3 01 - SIGN SCHEDULE SCALE: 112"=V-0" GROUND COVER AND /OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, 8 SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT - GROUNDCOVER PLANTING DETAIL NTS 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS 0.5" X 52" SOLID LINE I -SIGN MESSAGE PANEL FRONT AND BACK DIRECTIONAL ARROW TYPICAL DIMENSIONS. NOTE: TEXT & GRAPHICS SHALL BE INSTALLED ON BOTH FRONT & BACK OF THIS SIGN. I -SIGN MESSAGE PANEL 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS 0.5" X 52" SOLID LINE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY i- TO EVENLY FILL PLANTING BED OR AREA MULCH 3" DEEP AFTER PLANTING '- AND WA TER THOROUGHL Y FINISH GRADE ham- SUBGRADE SURFACE PARKING EXPANSION AIP NO. NON -AIP (LOCAL ONLY) LANDSCAPE, SIGN AND DRAWN BY: JF LIGHTING DETAILS DESIGNED BY: DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 JOB NO. 12064 SHEET L-4 OF sunnai CI by UDWO vi Inia- Gtu1tr111 Icataloo )~Ntlt bob. $NS- 17,&40 -11 B- PCtt78) -C�M18 Ty1W �� Kv��440 LIGHTING Job Name: Charlottesville Airport Parking VIRGINA RN13ur Ni>teg L1r.CL�HTHAb14.i3734 + iW gr1W$ IWe OUW P0W Ovq gaBM�"ORIOpolme tiQ vows, over •m"Itl>rGtiGt><3i1i111d>11Dft ONf� tom] irf4' 130" 1 7 �' ^' a•er 1xK.7 CIRC(4` Clow � aiTdGPSmtc#PCBtrMopdcfiperAlc- fl�ugldiMTIO [iDfXiafedMlmdlWtpUt t OOklr M�o + 1 8114' 50K pt7i.77141mft`�1 LEII 4NC'tu aswo, IrICI * PIt * tSk�f30 (MlNer Yt }t3i4Tt fOffQf � IttD[ApINtN1t DgEr8tl01i E t7 T70R (7 1%S' W% f I + Or1e pNce,dW,cut iIIMxM1� gWtet eriluTx I PULE TOP OPTIONS 1 j I I I i I DRILLED FOR SINGLE IIHdiYWll)(001 TOT ruEDq I FIXTURE(DM1S) WA" MK �� - -� PAINTED TO MATCH I SPAULDING DARK forT 0 0WtM1etlfsi' 11s BASE PLATE )DETAIL -4 t.- 3N N" NUT (om) BRONZE FINISH I (PCDB) I ANCHOR BOLTS JAB) HAT wA3r1t7Lt+P) * PItOJECTM7N: GpmprrrSt oil io laal 91t opbCar anon" - L ►tN I W VAX 17.8 I 3CiuA tC 5TIWGNi eX4'X I IG4 17` • ANCHOR WT 1PLOUITEt AST- -130^4 [ • FutLY CAWAHIM PM ' WtOt- 45.0(ad EPA � 13 f! ASSN A -153 I � '• a_IW C 6A Ta % dknminq Gonhrol ANCHOR BOLT DETAIL WIND W") to to 100 and pok Op1ip: axESSO[les arE,al50avaiklblE ETA #.i 0.7 44 rationsw * �ttyutighad eai{eTEdforlESiyptEitit,Nand y aPPt�' € ff WNW 140 t87 ,30 02 0 l 17.b' EXPOSED POLE LOADING CHART 2.5' EXPOSED CONCRETE f BASE BY OTHERS 0011RO EW sPEatxAlloH SAW PLATE AM A-34 GRADE c f =OWERALLHE)GHT2D` WOO H, ANCH01t /Ot.TS AM F 1D,'i4 OIL4DE 55 I WSC. sm ASTM A-30 [ 5s5 SPECIFICATIONS co I 311OL[ 0 Cr t 1. ALL HARWAE TO DE GN.Y MM TO AMU AM 7. POLE F55113IBLY TO K FNNIED OR GAIMMUM . 00 0 3. ALL WEL#Md% TO Cf1NI' M TO AWS D1.i,161%7 RECEHr WITION. I C I( nu 5w GOY[R 4. POLE. DESIGN a 1tAS:ED ecA*esT �1AE'RC{AL cwloE 3TAfi6+Fi[}S. 3, DESIGN WIM SPEEDS IN WONG CHART INCWOE.1.3 GUST FACTOR 111., POIF.S SHOU D E MWMWZD FREOUElrt#,Y FIX( SICNS OF HARWW *tNive[a#r�re[ tsid 5ran90%P"er vllM1i K WHICH V LL CAM STRUCTURAL FAMIL 4"AT FACTORY ' •' FOR A o!f1PRfG DOU THAT CAN HELP MINNIM THE_ E FWM OF v1PRATM. GENERAL NOTES POLE mARK ri?OR APPROVA Tfw- Aj=' 41W i.Itf3f.ENtt. S1i7It 2O0 10 V,eul TX 76103 ,L 617N}k70f'j rAx A F t, NODE t; 05 /10/07 i. BM +3 0 Ed, M N [I¢ Ort• ,. , ir; 00 0 0o 0 CKR 0o 0 00 0 00 + wnnmisw�wra�nswnrri SQUARE STRAIGHT STEEL •� uu �„■ E„ "a"^ "° 11.5' X 44 X 11 0A " 0? 14 Jan Name, LIGHTttYf4 ° Charlottesville Airport Parking CSw An"t"i 0 LED EPEGIFVCAnW 12 11 •CoTt>nruciwo .t)ptiglrgGOnotiD0D3 Timtltingtq 1a%q *SrypshvwxaittiM Wd1a- cWsdldt0p dtrEiiCl[CuR[y7tvMllfEbit h"" nsdolum hot EPEGIFVCAnW 12 11 •CoTt>nruciwo .t)ptiglrgGOnotiD0D3 Timtltingtq 1a%q *SrypshvwxaittiM Wd1a- cWsdldt0p dtrEiiCl[CuR[y7tvMllfEbit h"" nsdolum hot boa oowbolt 01 WSi9hCy am hen + iW gr1W$ IWe OUW P0W Ovq gaBM�"ORIOpolme tiQ vows, over •m"Itl>rGtiGt><3i1i111d>11Dft CQWi1INOtlCtlWtWt : tait0 [tiG7ftry * ilDslged rowEi di0 Cast aUmlDum hEat 0 +8 aiilK itCCilETite3 tlll[it1R1 mltrlagwnent 41050 IM drw elTfa * 74t ft VOL Lw aiTdGPSmtc#PCBtrMopdcfiperAlc- fl�ugldiMTIO [iDfXiafedMlmdlWtpUt +04 + 5 02 +3 05 LEII 4NC'tu aswo, IrICI * PIt * tSk�f30 (MlNer Yt }t3i4Tt fOffQf � IttD[ApINtN1t DgEr8tl01i Ott `OII' EttCO� + Or1e pNce,dW,cut iIIMxM1� gWtet eriluTx • Suge protec0ai DI 10KA tViUU µBED w�v w "M0VOftagtDf320V& r^Vof IIHdiYWll)(001 TOT ruEDq + + + 09 0 01 O1 00 00 00 00 00 00 00 00 00 + 6DCkligtnGpilidtt6C )olldoDardlifaWE wr spadplltghtrkl tuFnppdWit��Laid e LtmB M&IOtwtiMta *iL90 t 8o {)OOghourri {ffio]actapperiE5NA forT 0 0WtM1etlfsi' 11s i 02 +01 01 to 00 0 00 +00 00 +00 Oo 00 00 ITtsialtitlal>± • Stamped t�Etal pro+tdea mngiirlkal • Two dis•wst aluminum arm doer * are GpmprrrSt oil io laal 91t opbCar anon" - availably "i ft DModmum 000 + r + 7 t8 `3 24 3 32 38 46 61 16 03 C4 -BC 0 08 10 +3 17 21 25 25 32 38 4 36 16 W: 202 Ise ohdity * ComptamtlltOT the thiOMi! SailtMhEti +03 0 sense of oatd0,or lbibxte 0 Tho We a1T M*rs s 0eekt" l look loom ' WtOt- 45.0(ad EPA � 13 f! h arm to h rqa MW for cohiMf * 04 + itgttree 6405teiai W468 tedlrobpy tMY'ileia aySbTrTl11N OrV{Nt mHi * flMbae a1Np6 Wilh infi Irpdall fir Woof W a_IW C 6A Ta % dknminq Gonhrol i[tsratta%dA4 motiatc bs 02 dill pasm 'ProgiaminaWe eDkRIGrltOUa OpeAtlpl 06 08 1 10 0 V,2i OrackD4 moat Trm ffgH and pok Op1ip: axESSO[les arE,al50avaiklblE 01 + * tlwiCe 0132 ti t NhYtWb 1 imum qj maiMiOng fd ,A4[alq rationsw * �ttyutighad eai{eTEdforlESiyptEitit,Nand y aPPt�' 00 Fitlblr • rO)C thmn" eoNester psiit •OCT.61MK*ridard 3WOK,4200Kand IEQoVW1s N*4IlpplfedattxMRi[ud 5mitItk#1neKx IurdvMm*Mft 02 0 ttllminty: • CIp:7a FIVe tlOW r iiim Eot 01 tiior- 00 0 oi tt±ecdiGMl: ' • 0nrreraal irk Vgbge 120.277 M ` 0 WOO H, 04 0 04 02 0 . tDULI�%ONV+kC2Z2ITM.0- e inl Slop dOVm Ytr>sfarhterkk 34151 24 fa wtt WaODRa & • IAatlele meet DesiOlugttN CGr1sGf• 'lvrbiatOAer*lgt![ItppalU!' -0C to411C Mlm {OCC)4tr�itCdtiD[3E,girtSiNt 00 0 OLC Wdl3ite for mare details *AIADnxdGllaflTialaetf•pmtxdat #jljjtii'1u1Yw.�� �iia-.L':i3. *tNive[a#r�re[ tsid 5ran90%P"er *Imapproved. * it�s5 laclor aid Ina that 1056 THD t�AtYI�T'fOdtS!!t &trNGS up row ill! a �j t1Y511'eitMn ) q _i L� F W121 7 E A S t 0 E F • 6314' YI Ur iG' 65A- ovir 6671 ow 41- 61112" 4Wm 16M *On" 14.m M&M ORDERhrWafi41OOM MENWPA69 S4wktMtp L "ph410.701 frlEennnm eaoUet*A1 * Grs emire, St 295x7 Fticix,5lt�l7d 10W LIGHT DwavutaMkeaWMktistlitWtc' nEw1[( xcxiuci4wcdutt> rptdlicaliaswintNRjMttagrr >uTItt11r1NtMii RR.�� axoNanutaMauBinla, ulroea« 1nr[+ rd« 1., �rtr�, 1. 1I• ;a,.1.i�riw�wA�r�v4+++ +ei�wMasA 91,11SIA45>K6u14 GENERAL LIGHTING NOTES: I. THE POLE FIXTURES WILL BE MOUNTED HORIZONTAL AND SHALL NOT BE TILTED. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FORM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. THE CONTRACTOR SHALL USE THE SPECIFIED LIGHT FIXTURES AND POLES OR APPROVED EQUALS. 4. COLOR FOR ALL POLES AND FIXTURES SHALL BE DARK BRONZE. 02 - SITE LIGHTING DETAILS SCALE: NTS I COUNTY COMMENTS REVISIONS 2 COUNTY COMMENTS REVISIONS NO. REVISIONS DTA I DTA 15/2/14 0 oo oo 00 00 00 01 0o 00 00 oo 1 1 to 01 01 01 01 01 00 00 00 00 1 01 01 02 02 0 O1 01 00 00 •0 00 1 ` 1 ^^02 03 4 +08 O1 O1 O1 02 3 8 13 a 07 02 01 01 00 00 0 00 00 0 + 0� _ C4 -BC 00 ` 1 + 1 0 + 4 07 2 46 + 2 20 07 02 01 01 O1 00 + 0 00 1 +00 0 00 b1 O1 02 +3 05 1 2 35 52 35 30 +40 33 +9 04 02 01 +01 00 b 00 01 01 01 01 O1 00 00 b O1 02 04 Oa 6 2 25 26 33 +45 +43 7 +2 +6 12 03 01 01 O1 0 O1 0 1 of o0 `o 01 0 01 01 0 0 00 00 01 01 02 03 08 1 24 18 +20 26 31 35 +4i 37 29 2a 31 +09 03 01 01 02 02 1 +00 0 00 C4 -BC +2 02 02 \2 0 0 O1 00 00 0 01 01 02 06 16 3 31 18 17 19 24 24 31 36 33 38 0 +2 1 20 08 03 03 03 01 00 00 00 +0 00 0 I 02 + 3 3 3 03 02 01 00 00 O1 + 1 2 03 19 4 18 17 20 19 + 1 2 + 2 26 32 37 39 53 +35 30 42 32 + 1 07 04 O1 00 00 00 TE 0 02 04 +5 04 04 b2 0 b2 +1 6•� 00 00 1 +1 01 02 10 +38 64 17 16 20 19 +9 22 23 +24 27 30 29 35 45 +44 7 9 15 06 01 +0 0 +0 0 00 00 02 3 05 07 +a 0 06 05 \4 03 2 1 00 00 01 01 1 +1 02 12 60 3 17 20 22 +a 21 25 25 24 24 +7 30 32 38 32 29 17 O6 02 1 00 +0 00 00 00 00 00 BC\ +1 02 3 +4 07 b9 11 +1 0 b7 06 05 0 +3 02 01 0 00 Ot 01 02 04 2 a 36 25 17 21 +6 3 28 27 27 28 25 + 21 27 35 16 05 02 1 01 0 00 00 00 00 00 1 P� 5W 1 +03 05 08 11 14 1 1 09 07 06 04 01 +1 01 /� +0 00 01 01 � 0 03 12 `3 29 26 22 23 +2 3� 27 25 27 25 21 +9 17 16 19 37 3 14 O6 0 p 0 01 01 00 0 00 00 +00 +0 07 10 it 14 +4 12 09 07 04 03 0 o 00 00 00 M 0 01 O1 +1 02 3 OS 46 24 21 22 +1 29 26 26 25 2 27 21 +8 17 17 20 48 7 13 03 1 01 01 oo 00 00 0o + + +C5 + + + + + + + + + + + + 13 + +2 + 2 03 OS 08 12 13 17 27 1 6 07 04 02 1 01 00 00 00 00 0 00 01 01 1 02 02 03 0 1 49 26 20 1a +8 19 21 25 24 25 29 36 23 21 23 23 60 0 07 01 01 +1 00 00 00 00 M C5W +2 2 04 06 09 11 +13 +7 27 29 18 14 11 +4 02 01 O1 00 0 0 00 00 00 00 01 0 0 03 04 0 21 43 23 20 + +a 0 20 24 26 26 28 35 A 20 20 18 24 29 58 35 15 03 O1 bt O1 Ol 00 00 00 00 2 2 0 10 13 16 1a 29 i6 13 +8 5 0 O1 00 00 00 00 0 0 0 0 0 00 01 01 1 02 5 OB 12 24 34 24 21 18 18 19 21 23 26 2 25 22 +3 23 17 25 58 `.+2-BG. 04 02 01 +1 O1 00 +0 00 00 0 cp + 2 MH: 20 2 04 07 09 2 3 15 0 18 5 1 10 +3 0 +1 +1 00 0o 00 0o 0o 00 00 00 O1 O1 01 2 04 O6 1 25 27 20 21 1 18 19 20 21 25 21 20 21 16 1a 61 58 30 05 Ott 02 01 01 +0o 00 to 00 0 00 04 O6 7 + 11 12 13 15 it o8 06 4 02 1 00 0 00 00 00 01 O1 O1 +4 1 6 +2 21 22 +1 23 +2 1 18 19 21 1 15 19 19 30 50 14 03 202 01 0 01 to 0o 0o 00 0o 03 4 08 10 11 11 12 10 07 +5 0 01 +0 0 0 00 00 01 01 0 0 04 15 38 35 25 /2n 21 26 30 19 20 26 21 14 12 17 30 38 2 16 03 01 01 +1 00 0o 00 00 00 00 C5W 0 03 04 05 06 07 8 a 08 06 04 02 O1 o O1 0 00 0 0 0 1 01 0 0 0 13 39 21 20 21 23 2 +1 19 38 33 10 09 12 1 +a 2 05 02 2 01 01 01 O1 00 00 00 00 00 + 2 + + + + + + + + + + + + + 02 02 03 04 0 06 05 04 03 01 01 +1 0 00 Oo 0 00 O1 01 1 02 02 6 1 20 1a 18 1 18 +9 2 22 18 2 2 07 08 11 13 12 O8 05 02 O1 O1 +1 01 00 00 00 00 00 00 + + + + + + + + + + + + + + + + + + + + + 1 + + + + 01 01 01 02 03 03 04 03 3 02 01 bt 00 00 00 0 00 0 `0 00 1 01 01 0 12 61 57 25 20 18 17 8 2 17 17 21 25 30 `4 20 0 07 05 0 02 1 01 01 0 00 00 00 00 00 00 +0 01 + + + + + + + + + + + + + + 01 01 02 02 2 0 00 0 00 0 00 0 01 01 02 05 2 4 28 23 +0 18 1a 20 18 18 20 24 29 62 35 0$ 04 04 05 04 02 01 01 01 OO 00 00 00 00 00 00 00 00 02 3 0 01 +01 0 +01 00 +00 00 0 0 0 0 02 5 69 5 2 21 22 21 19 +0 19 19 21 6 -BC 04 +4 +03 02 + 02 01 01 00 to to to 00 +00 00 0 2 I�AH: 20 O1 01 00 00 + 0 +0 + 1 +0 05 5 +4 + a 17 15 20 23 + 6 2 + 23 22 21 2 64 3 09 05 04 +03 0 02 01 + 1 01 +O1 0 00 + 0 00 00 00 00 0 �e 0o Oo +0 01 01 01 02 1 1a +8 18 2 336W 1 27 26 26 34 +49 36 05 04 +0 mg +02 01 01 01 01 00 00 b0 00 00 00 +00 00 00 00 00 +1 + 01 0 08 1 22 14 16 15 21 24 32 2+7 26 29 33 7 24 16 11 +6 05 302 02 01 +01 O1 O1 00 +0 00 to to 0o 00 00 00 0 0 40 00 01 01 01 03 +0 12 11 13 14 `a 24 2 29 31 32 +31 27 1 14 17 14 003 2 O1 01 to to 0o 00 00 +00 00 +00 00 00 1 4 01 01 `3 0 0 +8 11 15 18 28 27 32 25 1 1 28 24 07 02 01 01 00 00 00 00 00 00 00 00 00 00 +27 1 18 + +04 + 5 02 +3 05 05 +0 13 17 23 27 29 30 2 +3 26 29 29 40 32 4 0 01 00 00 0 00 00 00 00 +00 00 00 00 00 00 00 00 + +00 0o 0o 2 + 03 + 03 4 0 + + + + *4 + 8 i6 21 23 2 31 27 33 41 49 56 3 + + + 09 0 01 O1 00 00 00 00 00 00 00 00 00 02 02 03 OS C5W 0 12 1 2 + 27 �, 2Q31 2 36 52 +7 3 18 i 02 +01 01 to 00 0 00 +00 00 +00 Oo 00 00 1 04 + 0 0 02 03 04 03 + r + 7 t8 `3 24 3 32 38 46 61 16 03 C4 -BC 0 08 10 +3 17 21 25 25 32 38 4 36 16 W: 202 + + 0 01 1 01 00 00 00 00 00 0 00 00 o 1 +101 O1 00 +0 to +00 00 00 00 00 00 �� )) 01 h • - i - FA N -� W, MAVAA%�-�� SCALE: i" = 30' DTA DTA 713114 ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 BY 1AFF. JDATE 1 E W 0 0 0 0 0 00 00 00 00 Q� DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com wwwmg hngvirg nia.com 01 01 + to +0o 00 oo 00 0o 00 00 0o 0o 0o +00 00 0o 00 0o +oo oo GENERAL NOTES 0 1. All pole luminaire heads mounted at 20' AFG oo 2. All pole luminaire heads to be mounted with RIGID arm (0 degree tilt), see catalog cut sheet for rigid arm specification Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property line Illuminance Fc 0.10 0.5 0.0 N.A. N.A. Site Illuminance Fc 1.03 8.4 00 N.A. N.A. Parking lot Illuminance Fc 2.67 8.4 0.6 4.45 14.00 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 4 C2 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90LAK -2 -BC 3 C4 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K4-BC ---El 6 C5W SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 9OL4K -5W o�'� I�L�n 5 -2-14 DAVID T. ANHOLD CERTIFICATE No. 000311 ��sv LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2 -BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 1 04 05 07 +9 l l 15 2 20 2 20 23 24 + +27 1 18 + +04 + +02 + +1 O O1 0 01 0 0 0 00 00 00 00 + +00 0o 0o 1 04 + 0 0 09 1 13 + +6 1 15 14 4 1 10 + +03 0 01 1 1 + +01 0 0 0 00 0 00 00 0o +0o t to +00 03 +04 0 06 08 1 10 0 0 07 0 04 0 02 0 +1 01 + +0 0 0 0 00 o o0 0 00 oC 00 +00 0 00 03 0 04 05 06 + +07 0 07 0 03 0 02 0 01 0 0o 0 0 0 00 0 0o t to 0 00 +00 00 +00 ` 0 03 04 0 04 0 04 02 0 01 + +01 0 0 0 00 0 00 + +00 0 00 0 00 00 0 O^ 0 02 + +3 0 0 02 0 01 0 01 0 00 0 0o 0 00 0 0o 0 00 0 00 Qry P Prepared by. / L LIGHTING VIRGINIA CENTRAL Dry 0 01 0 0 1 1 0 01 t to 0 00 0 00 0 00 0 00 t to 4 400G•2 Southlake Blvd. \\ 0 01 R 0 0 00 0 00 0 00 0 00 0 00 0 00 T Richmond, VA 23236 FA N -� W, MAVAA%�-�� SCALE: i" = 30' DTA DTA 713114 ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 BY 1AFF. JDATE 1 E W 0 0 0 0 0 00 00 00 00 Q� DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com wwwmg hngvirg nia.com 01 01 + to +0o 00 oo 00 0o 00 00 0o 0o 0o +00 00 0o 00 0o +oo oo GENERAL NOTES 0 1. All pole luminaire heads mounted at 20' AFG oo 2. All pole luminaire heads to be mounted with RIGID arm (0 degree tilt), see catalog cut sheet for rigid arm specification Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property line Illuminance Fc 0.10 0.5 0.0 N.A. N.A. Site Illuminance Fc 1.03 8.4 00 N.A. N.A. Parking lot Illuminance Fc 2.67 8.4 0.6 4.45 14.00 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 4 C2 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90LAK -2 -BC 3 C4 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K4-BC ---El 6 C5W SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 9OL4K -5W o�'� I�L�n 5 -2-14 DAVID T. ANHOLD CERTIFICATE No. 000311 ��sv LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2 -BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 Q� DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com wwwmg hngvirg nia.com 01 01 + to +0o 00 oo 00 0o 00 00 0o 0o 0o +00 00 0o 00 0o +oo oo GENERAL NOTES 0 1. All pole luminaire heads mounted at 20' AFG oo 2. All pole luminaire heads to be mounted with RIGID arm (0 degree tilt), see catalog cut sheet for rigid arm specification Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property line Illuminance Fc 0.10 0.5 0.0 N.A. N.A. Site Illuminance Fc 1.03 8.4 00 N.A. N.A. Parking lot Illuminance Fc 2.67 8.4 0.6 4.45 14.00 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 4 C2 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90LAK -2 -BC 3 C4 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K4-BC ---El 6 C5W SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 9OL4K -5W o�'� I�L�n 5 -2-14 DAVID T. ANHOLD CERTIFICATE No. 000311 ��sv LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2 -BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 4 C2 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90LAK -2 -BC 3 C4 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K4-BC ---El 6 C5W SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 9OL4K -5W o�'� I�L�n 5 -2-14 DAVID T. ANHOLD CERTIFICATE No. 000311 ��sv LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2 -BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 o�'� I�L�n 5 -2-14 DAVID T. ANHOLD CERTIFICATE No. 000311 ��sv LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2 -BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT iS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT &PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 RUNWAY 3 -27 6,001 X 150') _�sw�_�wml� DESCRIPTION AREA NO. 1 2 I$ ' - \\ IHLI E HEEL -' ' �F N sww�� =!mmEin �cw���www����s�s� ��ww - -�moff mw--- sss-�7 _ -- 3.74 23.07 6.22 (6 % -) (CN: 61) , WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B GRASS GOOD CONDITION 0 1 14.10 0.00 2.71 .01 RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 4.06 0.00 / &78 f, � ;,/ •? ",e=F"". 2.58 W111 - -'� s a ue "sq. ";e`k. \ \ \�\ // // ,; \A FOREST (CN: 55) 0.81 1 0.89 i —_ TOTAL ACREAGE = 1 14.34 1 72.44 1 7.44 1 22.61 WEIGHTED CN VALUES = 1 83 1 78 1 68 1 62 nsa ':Ut -7 II qty u� I / 1 iil�fi rsn ..A.. / \ 1 \ - ,® / - - / i INSET \ - - -- : AREA NO. 1 ♦ / - -- a- ' - - - -- — _ == ' \ \\ \___, — � ♦ AREA NO. 2= // ,' �\ `, /, / -- — ' \, _��' ', � ♦� _ _ , / \ \ � � � / � � . �. � i. _ .-� \ _ _ _- '°` j.�77/ /li;; •_ J IIII / I /l //1 i � - \1 I l \ _ _ �\ \\I \�I - ffIlII 99; f - .�.,. �F °�' I�.• '-}-h hhtt l ARFF FACILITY i T- HANGARS \ o \S III ® o' ~— 1111111 SMITH - pp , / /.✓i,. iMAINTENANCE -- 1 — CONTROL TOWEF. TERMINAL BUILDING / _ I��i 11 `— I r WORTH- / N LANDMARK � - .., 1 HANGAR& 1111 \� i 11 \ �� �_ : _" -_. - Ill 11 yl l :} ® 1 1111111 I I�, AVIATION ,. OFFICES / \ .. .\ _ �dllll4l °o I �' / I II 1111il� (.'I in IT \ T- HANGARS '���, v / AVvza _ -- ®/ 111IIII�I�� \' ✓�i. 3ES3 ACREAGE DESCRIPTION AREA NO. 1 2 EX. X.1 EX.2 ' 0 GRASS, GOOD CONDITION 3.74 23.07 3.08 6.22 (6 % -) (CN: 61) , WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B GRASS GOOD CONDITION 0 1 14.10 0.00 2.71 (2 -6 %) (CN 61) .01 RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 4.06 0.00 IMPERVIOUS, PAVEMENT &78 34.38 0.30 2.58 (CN: 98) FOREST (CN: 55) 0.81 1 0.89 1 0.00 11.10 TOTAL ACREAGE = 1 14.34 1 72.44 1 7.44 1 22.61 WEIGHTED CN VALUES = 1 83 1 78 1 68 1 62 AM—: 4001 if // ✓ ► . \\ \11 I I \\- \ I \ i �\ / / / / / / /� / /j/ \l l II: , / - - %� // / jIIIII�IIIiIIilluj111101 //% / / /// / _ \ \\ \ \ \ \ \ ` ♦iii v: \ \ \ \ \\ / I�v v \ V //� ` v v III IIIIIIIIIIIIIIIIIIIIIIII /IIIIIIvA vpvv v /i vvAVvA / /c�.t v % \ % /L(q // // \ \ # -- -- - -- - -- - - - \ , I' Il /° \ \ � - �`• � lII(/ ✓ ,I \ I \6 (� /// / (/ / /// " /'/ 1 = i'"-= = == = == _-� _ � —� 3= -=°'� - -- -= - --- - ---- � viii / /j / / / / //l \\ \\ . \\ C �/I� a!a\ - -- �,, /'` � \ \ < - - -- !- � �TF606. � ��`. .~_ �� /l -�\ \ � 1 1 I \ ;\ \ \' \ \ 1 { L \ \ \ � \? � - °- -�•`\ - a - � _ _-- -- =_\_ - - _ - - \\- / C / I_ t� \ � - ,, /�� // % / %/� I J I \\ (� ` J \ 1 I � / \\ CkFR ���. ° � I!2 I,• \ti`i�> / -_- -- � --a -_-- _ _ - -�- /, iii /i%%- I \ / / II y� 1/ DESIGN `.��� / // \ \ \III I Ilf y��� h \ 111 11 11 I �1 �- / /1 I II \ BASIN s�� .:, n vupw fit♦ - �. // III �ASl.J #�J \\\\\\\ `� 1111 l/I II II11( ��� � _ \ \ `,' ` ` e •�.. �-,L? -. 1 I .�� It11b- - � -+� � �" - I II11 III \ = T -- 44k � � w � �' � w �"._ -�_ �, -,- _- -�' -`� -♦` � i1 /� /// /III \ \� �% -- -� K Ro .,f LEGEND ( y/� / / /// F ...- UTE606- DICKER // SON RD ►�. i // / 1 \ \ ° / /// / � - � � � • . _ _ � r / / ' // / / 1 // / \ / / // � �: ,�,1� POINT OF OUTFACE ANgLVSIS � . \ \ 11 _ �` ��_ , u- „J \\. 7. -�1�.w a♦_�IILw a�- w-�_�' -I_ -`. 1/ // /i ii / //. i lf/ \"\ \ \ -/ / // / //' ° \ \ l °*'\ -- f-- '_..... �. ♦ ,� // (l r/. - — i I / / // % / /; I. II I OVERLAND FLOW �j fRf � r � EXTF�,�rIR�C.�(�:1 1 �' a' . l�I�� % / / /I /lJ% ,., ;� —_. _ . -. _... i - -., _ / 1 \ \ \ \lill I I lI/ 1, 1 / / / / I ,' \ \ \� `�_i / / / /(Il�, //� � SHALLOW CONCENTRATED FLOW •� 1.. 1— / .-,. / = I I I \ \ \1 1 I I 1 1 J ( I - -/ 1' I —f I . � p•' 1 / / / / /// / / l/ 1/l / / Tv / % /i � // � \\ I ' \ \\ \ 1 I I I \ \ \ / // —�,„ ---> CHANNELIZED FLOW a r fl/ DESIGN W DRAINAGE AREA BOUNDARY POINT #2 �.a., 01 solLrrPEROUNDARY IJ \. / / li (l 1 IIIIrIH111I1 IIII ✓i = =may/ / / / / / /i / / /iiiii i// I/ /// / 1// / l j l// ! \\ 1j111 1 F \ \ \ \\ ��- - - - _ _ / SOIL TYPE 100 0 100 200 ° I > = / / / °•I v 1P \ / \ I �1 a I 1 I - "� j -�.. �'� O /'lIll i / i�` IJill IIIIIIIIIIIII I I II \� • f \ �-� _ -- � 111 ;. SCALE 1" =100' FEET s /�� I v vI. v \\ ► j ,"�;�r„ / L ' I11 (I �I,� I Il,:llll,l!o!II .vv.v _— �� v I I III III 11� IIII \�`\ 47D 1 I - -_946 \, ' E QREA`�\ EXTRA A, 65C \ 416* 1 j / i1, , WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B �4C HYDROLOGIC SOIL GROUP DESCRIPTION 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 54C MAYODAN LOAM 7 TO 15% SLOPES, GROUP B 65B PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B \- -- EXISTING DRAINAGE AREA MAP CHARLOTTESVILLE - ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA DELTA AIRPORT EXHIBIT CONSULTANTS, INC. w.delloofrporl.com � DRAWN BY: MJH I SCALE: 1" = 100' CHECKED BY; WIVE I DATE: FEBRUARY 2014 RUNWAY 3 -21 (6 001' X 150') y ,a. 8 � j/ __ ________un.__� —s - _� ---�.— AREA NO. 1 ' - -- �♦ AREA NO. 2- ._ __ - ` - vvAV11 I 1 QQ J �. �_ I -1 Ill \ \\ Q� \\ r 1 _ ARFF FACILITYi — _ WI T HANGARS , ■� p1AINTENANCE I \ \ . -pp � CONTROL TOWER TERMINAL BUILDING / ° >a \ III ` ® — \ 11j1111 �: WORREL / N�x LANDMARK ,y HANGAR & 1_� _ .. _ �QIINI�II o ) /IIIII I �c, I I T AVIATION / OFFICES V / v IIIIIIIIIiI 1. ° / 11141�II 10 \ T- HANGARS 10-0 lift 1111i MATCHLINE THIS SHEET , AREA NO. 1 2 1 EX. X.1 I EX.2 MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B GRASS, GOOD CONDITION 3.93 23.72 3.08 6.22 ' vu ♦ WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C I WEDOWEE SANDY LOAM, 7 TO 16% SLOPES, GROUP B GRASS, GOOD CONDITION 0.17 12.70 0.00 2.71 L I \\ \ INSET ACREAGE DESCRIPTION AREA NO. 1 2 1 EX. X.1 I EX.2 MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B GRASS, GOOD CONDITION 3.93 23.72 3.08 6.22 (6%-) (CN: 61) 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C I WEDOWEE SANDY LOAM, 7 TO 16% SLOPES, GROUP B GRASS, GOOD CONDITION 0.17 12.70 0.00 2.71 (2$ %) (CN 61) RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 4.06 0.00 IMPERVIOUS, PAVEMENT 8.96 3519 0.30 2.58 (CN: 98) FOREST (CN. 55) 0.61 0.89 0.00 11.10 TOTAL ACREAGE = 13.67 73.10 7.44 22.61 WEIGHTED CN VALUES = g5 79 68 62 I\, vI a . 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Iliw No MAN 111i All, - -T °- _r / r \ - r// - LEGEND .F ` -.�� ��- , ROUTE 606- DICKERSO / �i /i/ , / / /I I N RD �-� � r - � � / ✓� -- // / / / r � \�\ \ , / /� POINT OF OUTFACE ANALYSIS ° \ 111 /l /i a_ _.,�, �r� _ \ ,� �. �� `• (r✓ r /:w� , - 1Y.�Li.� -�/'�• o - - ��. _.__� I / / /iii / /, /i /�� IIII I \V v -/ / / / / / �-� —,) OVERLAND FLOW sruLLOw CONCENTRATED FLOW CHANNEL `\ \\III\ 1111'11 ZED FLOW \ \ DESIG/ ' W DRAINAGE AREA BOUNDARY POINT #2i / I/ SOIL TYPE BOUNDARY 1 SOIL TYPE 6C Tj 1I/ ioo o 0o zoo I e� \ l-a I / ' / 1_ I jli / �� pIII I NNII I iNII'INNIII I II\A 1I�F/ � ma_ � x/ '/� � �/i , /i / ��// l �, / / / r / / _< _( - ,�- -�i�f ° , / ♦ \ \ \ \ \ \ \ \\ \ . \ 79 1. I FEET O SCALE: 1=100 /0 1 P I 1 ' 11(/ IIIINIIIIIIIII III //i // //i / / l �� - •'\ \ ♦111111\ - -- \ INI I INII 1 v A \ A / Av� /.. / 11 dill 1 IIn111 IlPilll y•11 IOII. ��: .��. V� ��'— '�VAV1 I III LI II���II II� \\ \� ` 11 /' EXTR/ QI�rA \2 I 1 �4C \ \ \ \ \ \ HYDROLOGIC SOIL GROUP DESCRIPTION 47C LOUISBURG SANDY LOAM, 7 TO 16% SLOPES, GROUP B 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B 65B PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C I WEDOWEE SANDY LOAM, 7 TO 16% SLOPES, GROUP B PROPOSED DRAINAGE AREA MAP CHARLOTTESVILLE - ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA DELTA AIRPORT EXHIBIT CONSULTANTM INC. 2 w. d e I I a a i r p o r f. c om DRAWN BY: M1H SCALE: 1" = 100' MATCHLINE TO INSET THIS SHEET \ ? CHECKED BY: WME I DATE: FEBRUARY 2014 -- \ - - - - -_. -Z _ _ ----- --- ' - - -_ - _ - - - -__ RUNWAYS -21 ZS;OOY�[ `)_ - - - -- -- ------------------- - - - - -- ------- -- - - -- -------------- - - - - -- ------ - -- --- ------- ------ ------ -- N ---------- ------ _N\ - -- \ / Eu - - -- --- -' L ` - -' - - -- _ _ LEGEND MA \_ n ,. \ _ - \ i - `\ POINT OF OU-11 ANALYSIS \TW corA aorA .ca �� � OVERLAND FLOW -- - --- -- SHALLOW CONCENTRATED FLOW - __ _i i - n� -- Aa - _'__ - -' ' r5A- 1 ' nA ` ___ __JSA____ _ ____ ______Pct ________ ________ist_�r_ 1 ______ _ ____ _ _ ____ na �7 .. CHANNELIZED FLOW i A F DRAINAGE AREA BOUNDARY -JO ' rOFA I rEFA- - - 100 0 100 200 SCALE: 1" =100' FEET Ill\ \\ \\ AREA NO. DESCRIPTION D101 D201 E301 I E302 E304 E306 E307 E308 D400 D401 E402 E403 E4041 SBF I NBF ' -+ �' I ( RFF FACILITY \ / ' • \ /IIIIIII 111 `� GRASS, GOOD CONDITION (CN: 61 ) (C: 0.3) 0.28 0.00 1.89 0.00 0.03 0.32 0.35 0.08 0.29 0.12 0.17 0.34 0.07 0.38 2.87 T- HANGARS 1 \ NTROL TOWS \ \ I 1 I pp MAINTENANCES \ TERMINAL BUILDING \ Vb I \ - P� LANDMARK HANGAR& \ 1 \ \ I 11111/L111 IMPERVIOUS, PAVEMENT `\ OFFICES / ` O _ \ (I'I 1 \ ` 0.21 0.86 7.05 0.56 0.63 0.18 0.29 0.06 1.44 0.00 0.33 0.03 0.18 0.86 1.98 AVIATION \ 1 ' \ =/ \ \ iQl\\ u ! /'- 0 (CN: 98)(C: 0.9) \ �T /T/T7/ITIT.i ��T/Tl/Tll/7Tl//':- i / \ \ \ 1\11 - (� - _ \ - • / \ \\�\�� _ FOREST (CN: 55) (C: 0.2) 0.00 0.00 0.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 \ T- HANGARS \ _ oa - ,�' /_ 1L1L1IlGii�iiiiiii�iii _allLfll�7lLi . V � �/ •. .•.. a� ���' • `\ _ - -' •/ / /( I / / I TOTAL ACREAGE = 0.49 1 0.86 9.55 0.56 10.66 1 0.50 0.64 0.14 1.73 0.12 0.50 0.37 0.25 1.29 4.85 _ r WEIGHTED CVALUES - 0.56 0.90 0.74 0.90 0.87 0.52 0.57 0.56 0.80 0.30 0.70 0.35 10.73 0.70 0.54 \ - II II // / /111 � / // \� II / I\ I // 1 / /I // P-,- \ \ // -0\\ \\ II OIIIgpllplllllll VIII // / /llllllllllllrf 1 1111 1 0--,\\ \ \_ \ 111111111111111111�II(IIIIIIIII /A /llj // \I \ \ \\ \\ \� \�� \� \� jjp v \ / \\ - / / \ \ ` 111,11-111. 1 ll IIIIIIIIIII IIII \ \\/ R / / \ \ I I I I 1 \\ \ \ \\ \\ �; / \ \ / - -\ \ III IIIgllllltljl4111111111111 Rio: E202 D201 - - -/ HYDROLOGIC SOIL GROUP DESCRIPTION 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B 65B LOUISBURG SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B INc - �• ! ...� �►', '� ..�. ,E403 E404- _ -.'- •_ °- -i_ ``== - ='\\- - __\ - \ =- /- /\ �` l.� \ /// r -c / D 308` D401 ` \ \ - -- - - -- - D400 102 0 BArS\IN #6 A�vv v a�a V A \w�� .`- \ \ \\ ` \ \\\\� �" I \ \�1 "� � ,. \ \ \ k� '_:\ \\$ °��\ -- ',�/III\ - `: I /� •� ..� ��`�` e 'C 1 � -- i�� \Z►1,,i�\ � )�� \`\ \ \I .�\'`\\\>�_ -`�.� � � � �-i' r° i \�\ \'� \ � �� \ / / /i =,. � I \� \ � -_� \ \ \ ,,I, $edDe ment _ � \ \ \ � � / \ ♦ �� � s / i� �/ / / '/i IIII \ I I I b�C�rassforD101,�3. . KER3bl�RD Dev216pment: / �Qi - \ - �� _.� _Z -� •►- ,,� � � -� �_ / / / / / rvio 6 ffor 1� \ \1 1 1 / 1 I I I (I I II 1\ 11 1 / / / / / /// - �/ �// / I /// r �' _- �/ \ \ \ \ \ \ 11 I I I 1 1 I PROPOSED STORMSEWER \ \\ \ \ \ \ \IIIII11j11111 I 1 \\ �_ - / / 11 r r// 11G I uu \ OIV�N1�11i� -� - -_� /'rr / r / ll // / / r \ \ \ \ III I I \ \- •.- DRAINAGE AREA MAP \1 \ \` �\ \\ 1 1 1l 111 CHARLOTTESVILLE - ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA 1111111111111111111u11j�II� ��� j /jiiii� /(% I l /[�� /��r1 \11111 \I \I\ \` \` \ \�\ \\ �\� \ \ \ \\ \ \ IIII EXHIBIT \ \ 11 1 1 \ • / ' .- / , 111 /I 1111/ / 11111111111111141p11111111� / \� \ \� [ I 1 /('(\ �� \\\ \ I IIII111111I 1 :\ \ �;.\ \ %ml1 DELTA AIRPORT \\W\ CONSULTANTS, INC �, - - �,� � i I � / � i I� �, � \� w.rleilaolrporl . com 3 ;N I ' I \ -\ \ I / -\I it 11 / I / I I I 1 / �` \ -�\ \\ DRAWN BY: W MJH SCALE: 1" =100' /'/ l \ \ x \ \ \ \ \ \ \ \\ \ `\ \\\ CHECKED BY: WME DATE: FEBRUARY 2014