HomeMy WebLinkAboutWPO201400014 Plan - Stormwater Stormwater Management Plan 2015-01-26OWNER: 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 INO: 10
MAGISTERIAL DISTRICT: WHITE HALL
COUNTY'& STATE: ALBEMARLE, VIRGINIA
PROJECT DRAINAGE AREA:
IMPERVIOUS COVER:
EXISTING: 9.34 AC
PROPOSED: 10.88 AC
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
ITEM SPEC
NO. No.
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DESCRIPTION
BY I APP. I DATE
CHARLOTTESVILLE-ALBEMARLE AIRPORT
CHARLOTTESVILLE, VIRGINIA
SURFACE PARKING EXPANSION
EROSION AND SEDIMENT CONTROL AND
AS -BID AS -BUILT
UNIT
AIP I NON-AIP AIP I NON-AIP
9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371
www. delta ai rport.com
STORMWATER MANAGEMENT PLAN
NON-AIP (LOCAL ONLY)
WPO -2014-00014
DELTA PROJECT NO,, 12064
FOR THE
CHARLOTTESVILLE-ALBEMARLE
AIRPORT AUTHORITY
JULY 2014
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CHIARLOTTESVILLE-
ALIBEMARLE
AIRPORT ZA
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743
643
606
SCALE: 1" = 2000'
29
606
649
, DELTA AIRPORT
'ie
A6 "MIL CONSULTANTS, INS.
NLTH OF Tl
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KENNETH W.BRAMMER
LIC. NO. 012995
16 1,�_/ . ;
.ZONAL �.
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.
A,PP D
DEPARTMENT OF COMMUNITY DEVELOPMENT t
PLANNER/ ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SNOT TITLE WPO
1
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
PHASING LAYOUT & NOTES
PUBLIC ROADS
250 FEET
250 FEET
MINIMUM FRONTAGE INTERNAL
GEOMETRIC LAYOUT
X
PUBLIC OR PRIVATE ROADS
150 FEET
150 FEET
YARDS, MINIMUM:
GRADING & DRAINAGE - BASIN NO. 8
X
FRONT (EXISTING PUBLIC ROADS)
75 FEET
75 FEET
FRONT (INTERNAL PUBLIC OR
STAGE 2 EROSION & SEDIMENT CONTROL LAYOUT
X
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.
A,PP D
DEPARTMENT OF COMMUNITY DEVELOPMENT t
PLANNER/ ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SNOT TITLE WPO
1
COVER SHEET
X
2
SUMMARY OF QUANTITIES
3
GENERAL NOTES
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
�p,LTH OF
j _ ESCHENFELDER y
LIC. NO. 045144
I0NAL
"X" DENOTES SHEETS INCLUDED
IN EACH SUBMITTAL.
SURFACE PARKING EXPANSION
COVER SHEET
APPROVED
by the Albemarle County
Community D velopment Department
DateaX
File 42!j t20N.."1/
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 I JULY 2014
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SIONS
BY I APP. I DATE
971 1 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (1804) 275-8301 # fax: (804) 275-8371
wwvw.deIfaairport.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., AIIRPORT
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 SHALIL 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 WA1fER. 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 SHALIL MAINTAIN
THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO 0)PEN AREAS
OR VEHICLE ROADWAYS.
7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MIATERIALS, TO
PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONSIDERED INCIDEN-TAL 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 DONTRACTOR
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 CONTRACVOR 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.
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 DRCP 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.
�Tx o SURFACE PARKING EXPANSION AIP NO.
P F NON-AIP (LOCAL ONLY)
0
DEL TA IRPORT
DRAWN BY:
LLI M M. MJH
'U ESCHENFELDER D
GENERAL NOTES DESIGNED BY:
LIC. 0.045144
CONSULTANTS, INC.�o�� �e�r SEW/WME
�' CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:
s'S�oNA� �� NONE JULY 2014
JOB NO.
12064
SHEET
3
OF
27
*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.
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PROJECT OUTFALL
- - - -
��
TYPE OF PARKING
NO. OF SPACES HANDICAP SPACES
- - - -
PASSENGER:
yam,,...
HAUL ROUTE
ovpi
LONG TERM
748
CONTRACTOR STAGING AREA
CEP
SHORT TERM
108
}\�;tttl`t
ELEVATION
ECONOMY
132
OVERFLOW*
201
CAP
602.30
TOTAL:
1,189
22
111497952.214
3729
CAP
605.90
EMPLOYEE:
3937352.957
PROPOSED
147
PK
605.14
FUTURE
21
TOTAL:
168
6
601.03
TOTAL REQUIRED:
28
11i 497548.070
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.
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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
C3 DATE: JANUARY 2014
N
11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY:
w POTOMAC AERIAL SURVEYS
FREDERICK COUNTY AIRPORT
1319 BUCHEIMER ROAD
Uj FREDERICK, MARYLAND 21701
Q 303-698-9944
DATE: NOVEMBER 2011
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EMPLOYEE
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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 SEDIMEINT 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 STABILIZA71ON 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 SIHALL 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 AIDJACENT 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.deIfaairport.com
HIM11111 HU1 8 S: 151.
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PROJECT OUTFALL
- - - -
��
"•�`��
ALBEMARLE COUNTY STREAM BUFFER
- - - -
/ y y���
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HAUL ROUTE
ovpi
CONSTRUCTION ENTRANCE
CSA
CONTRACTOR STAGING AREA
CEP
I1
BM#
}\�;tttl`t
ELEVATION
NORTHING
EASTING
3716
CAP
602.30
3937799.644
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
C3 DATE: JANUARY 2014
N
11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY:
w POTOMAC AERIAL SURVEYS
FREDERICK COUNTY AIRPORT
1319 BUCHEIMER ROAD
Uj FREDERICK, MARYLAND 21701
Q 303-698-9944
DATE: NOVEMBER 2011
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201 SPACES
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EMPLOYEE
147 SPACES
\ 1717T 71
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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 SEDIMEINT 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 STABILIZA71ON 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 SIHALL 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 AIDJACENT 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.deIfaairport.com
HIM11111 HU1 8 S: 151.
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BASIN #8
PROJECT OUTFALL
- - - -
��
"•�`��
ALBEMARLE COUNTY STREAM BUFFER
- - - -
/ y y���
yam,,...
HAUL ROUTE
CE
CONSTRUCTION ENTRANCE
CSA
CONTRACTOR STAGING AREA
CEP
CONTRACTOR EMPLOYEE PARKING
BM#
DESCRIPTION
ELEVATION
NORTHING
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONV'ERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MIEASURES REQUIRED
BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTIION 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
IMF CONSUL TAN INC.
ff/VPLTH
O
LLI M M. I '
j ESCHENFELDER y
LIC. 0.045144
01
0
VERTICAL DATUM IS NAVD88
100 0 100 200
SCALE: V=100' FEET
LEGEND
�>
PROJECT OUTFALL
- - - -
AIRPORT PROPERTY LINE (APPROX.)
o-
ALBEMARLE COUNTY STREAM BUFFER
- - - -
FUTURE DEVELOPMENT
HAUL ROUTE
CE
CONSTRUCTION ENTRANCE
CSA
CONTRACTOR STAGING AREA
CEP
CONTRACTOR EMPLOYEE PARKING
BM#
DESCRIPTION
ELEVATION
NORTHING
EASTING
3716
CAP
602.30
3937799.644
111497952.214
3729
CAP
605.90
3937352.957
114497779.431
3731
PK
605.14
3937500.758
11497689.392
3735
PK
601.03
3937340.051
11i 497548.070
VERTICAL DATUM IS NAVD88
100 0 100 200
SCALE: V=100' FEET
LEGEND
�>
PROJECT OUTFALL
- - - -
AIRPORT PROPERTY LINE (APPROX.)
o-
ALBEMARLE COUNTY STREAM BUFFER
- - - -
FUTURE DEVELOPMENT
HAUL ROUTE
CE
CONSTRUCTION ENTRANCE
CSA
CONTRACTOR STAGING AREA
CEP
CONTRACTOR EMPLOYEE PARKING
EXISTING MANAGED STEEP SLOPES
�i
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 i
DRAWN BY: MJH
ALBEMARLE COUNTY NOTES DESIGNED BY:
SEW/Wty1E
CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: I DATE.
1 - 400 JULY 2014
JOB NO.
12064
SHEET
4
OF
27
a
0
0
N
>Z
7
Q
A
50 TIE TO EXISTING �LOD� i 3 00 / 4 -60
i
OD— _ O % DRAINAGE SUMMARY
LOQ J / l 300' LT
D401 GRATE DROP INLET, 48" RISER
AND VDOT ST'D DI -7B W/ 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%
iii.���������"�"Po►���►����°w � - --• . i -� �� ■■
Fog
MENNEN
PROPOSED FLARED END, SECTION
oil,
l . .D"_k�lk\ • -' �•� �� . ,
3
n
i
Ar
ar
/00
OD,
-- - _ SHEET KEY
YEM20RARY ---- - / - I I I I \ \ / � / / I _,.,..- /r-. ///✓ /i/ / // / / � �` / / / //,'ii'ii/ �� ��� �/
/ — — �. I I / I �// / / // _ \ / _ /i/ ''ice/ - /��,
/ T6PSOJ LS-T._QCKP I LE -� / 1 \ \ / / ..„-'_� /�. �'/ii / / _ / '� / l \ � _ / /_ ,.�/ / / / �'/ii_�i� � _--- _'-_/� _ __-- �_%
/ / / _ / _- — — a � / I I l = / \ I %/,.-"� //ice''// / _ / � \ _ \ �•' / /__//_%%ii_ i/ ✓_`.�-i✓� � � _--_ ice'---- _
—
\,-
\
LEGEND
T J / / // / / / _ \ \ — — ~ _ \ \ I `I I////%/ 4 % /%//// // / \ \ \ �j E EXISTING STRUCTURE NUMBER
00— _ I I I I �(�/1//j/ =i /i / 1 \ BASIN #8
EXISTING DROP INLETOp O\\W EXISTING FLARED END
SECTION
\\ EXISTING ENDWALL/HEADWALL/W
INGWALL
< (
EXISTING STORM MANHOLE
\ � � / / d / %' `\ \ � / // / \ \ Q \ \ �~1 III I III � I \ \ \ •``. � \ \ _ \ PROPOSED ROCK CHECK DAM
Cl1 III II IIIIIII�I I ; 4111 ! \ _ \ \ \ / PROPOSED ROCK CHECK DAM (LARGE AREAS)
---—— \ ` I s I \ — /
( � \ \ •\ \ SA \ o III IIII IIII i I = \ \ \ __--//
PROPOSED CULVERT INLET PROTECTION
/
41 \\ \ \ \ \ /\ \ = TS \ \ \ IhIII I�I111111111111 lII\t\1 I \ _ \ \ \ = — — —/_ ®PROPOSED INLET PROTECTION
\LOD I IP \ \ \\ \` \ \ / /1 \' III\�1111�1;11111�1 -� _ - _ _ PROPOSED ROCK FILTER
ST
I II PROPOSED SEDIMENT TRAP
\ I I I
EXISTING STORM DRAIN
/ I
�IIIIII —__—
_
I EXISTING DITCH
I \ \ viii -''"i /// /i/ / ``•/
PROPOSED DIVERSION! DIKE 3.15
/ O
�,
\ / EXISTING FENCE
SF PROPOSED SILT FENCE 3.05
EXISTING GUARDRAIL
Y) LOD
�(♦ EXISTING AIRPORT PROPERTY LINE
LOP �-L�—
DRAINAGE AREA BOUNDARY
--man –10 \ — I \ 106 o
go 307 \ I I \ \ _ \ ► �� `� \ p�C ERS s�� / j/ CEP CONTRACTOR EMPLOYEE PARKING
IP 1 p�TE6�\
\T\ \ R CONTRACTOR STAGING AREA
/ 77
as/ _ \ / I / % //'G� // /i%/ij�// _/ ST SEDIMENT TRAP 3.07
\ \ ROVE
606. OICKE`� I LOp ®
— — — \��- — — ♦ \ \ \ I \ �,�e - ` , O� \ I 1 /= O
\ \ ON I _� = — �""! / / i a '- �/ j/!/ // ✓/ //=j= ,/ CE CONSTRUCTION ENTRANCE
RD OD F
_ \ \ / - - — — r•� �__3.-- > I SF INLET PROTECTION
-
- TEMPORWRY >
TOPSOIL STTQeKPILE J - i /
—LOD— f / / • / �yg `i // / 1 I l l 1 / l l / l l TS TEMPORARY SEEDING
/ / / _` —= --=_ `'=—€--- — `\_- `_\ \�\\_� 1'�..,"►"'.�.�. \ 1'�+.- / -- -- -- —. —_10
I III II 1IIII II /I I I/ /1 / II / II I'II)
DC PERMANENT SEEDING
%_ CONTRACTORS MEN AND EQUIPMENT_
�~ DUST CONTROLSHALL REMAIN CCEAROF VDOT R.O.W.
UNLESS PERMITTED BY VDO I / / /, I I /{ I / / /
/ CONSTRUCTION ENTRANCE
.. /// /// l / � d/
♦ \� = `' = —~ \ _ e / NOTES:
— / % / / / / / 1. MAXIMUM DRAINAGE AREA = 1.85 AC (APPROX). SEE
� I I � / / / j = / / / DRAINAGE AREAS OF D400 AND D401.
/ / / I I �/ I / / /// / /i _ ..._,\ --.-.. \ \ _ ', _ _ \ \ — — \ \ ••, � \•\ �,,- '.- / /� = I I I / _ / I I I I I I � III //// // /// / / / / / / // / // %// / / _ / � � 2. TEMPORARILY RAISE TOP 12 TO 599.57 AFTER
/ / \ I II / �! /� /// �\ ` \\ �\ \\ \ \ \ ti \ \ \ \\ _ — _ _ — \ \ \ \ \ / , ✓ / 1111 I // /� / / / / / _ / / / I COMPLETION OF DIVERSION DIKE AND EXCAVATE
///` / \ I I'fl/ l =/i=/// -- \\ \ _ \ _ \ \ r = I \ 1 1111111 t�//�� ✓ / / / / ////////1/ I
TO TEMPORARY CONTOURS SHOWN ON THE PLANS
—
�, IN ORDER TO PROVIDE A MINIMUM OF 248 CY OF
/
// STORAGE CAPACITY. THE TRAPS BOTTOM
ELEVATION = 597.57'.
BASIN #9
3. REFER TO EROSION & SEDIMENT CONTROL DETAILS
(PLATE 3.07-4).
♦I IIII 1111 �� = _� _� _ \
/ / i \ 4. APPROVAL FROM THE COUNTY INSPECTOR IS
/ 40p\ / / \ I 1 ' 11111 \\\�'\\\ \ _\ \ / ! \ REQUIRED PRIOR TO REMOVAL OF THE TRAP AND
COMPLETION OF GRADING.
Lo
/ —; -� y ON - --�`' / \ / / \ \ \ \ \ III \I \/ \ / \\\\\\�\\ \ \\\\\\\\�
50 0 50 100
SCALE: 1"=50' FEET
a�
J �
o Nj TH o SURFACE PARKING EXPANSION AIP NO. JOB NO.
F NON—AIP (LOCAL ONLY) 12064
CM 3 971 1 Farrar Court, Suite 1 OO DRAWN BY: SHEET
0
X, LL AM M. MJH
Richmond, Virginia 23236 ,� \ STAGE 1 EROSION &
10
m U ESCHENFELDER° y
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REVISIONS
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:
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
5. CRITICAL EROSION AREAS
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.
6. EROSION AND SEDIMENT CONTROL MEASURES
a. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND
SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT IFENCE 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 GRAIDE 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 ALLOVNED 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
971 '1 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 0 fax: (804) 275-8371
www.deItaairport.com
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.
L 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
0. 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)
7. STRUCTURAL PRACTICES
a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02
THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS.
b. SILT FENCE - 3.05
THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER.
c. STORM DRAIN INLET PROTECTION - 3.07
ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION.
d. CULVERT INLET PROTECTION - 3.08
THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO PREVENT
SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE
SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA.
e. TEMPORARY DIVERSION DIKE 3.09
THIS DEVICE SHALL BE INSTALILED 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 INSTALILED 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 BASINIS - 3.14
THESE DEVICES SHALL BE INSlfALLED 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.
L TEMPORARY SLOPE DRAINS - 3.15
THIS DEVICE SHALL BE INSTALILED 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 AST 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.
DELTA AIRPORT
CONSUL TAN Ts. INC.
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.
TH O� L
0
A�LULIAM M.
j ESCHENFELDER y
LIG. 0.045144
SINAL ��C>
SURFACE PARKING EXPANSION AIP NO.
NON-AIP (LOCAL ONLY)
EROSION & SEDIMENT DRAWN BY:
MJH
CONTROL NOTES DESIGNED BY:
SEW/WME
CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:
NONE I JULY 2014
JOB NO.
12064
SHEET
12
OF
27
3
a
z
(D
�....
=11=1 '=11=IC=
tC=11.
d
W
11-11- PARTICLES
11:11.[1.I
Y_
SETTLE OUT
N 0
FOR
II=11.
J z
INSTALL RISER SECTION
I- O
Etl:ll
GRATE ELEV 599.57
::)�
"=
1
ow
J
0
�0)
0
N co
coo W
oQ
r�
-
b
z 0
4
CHANGE ORDER NODI. ONE (1)
it EE NO.
REVISIONS
ox
PJW WME
BY APP. I DATE
1992 3.20
1992 3.07
EX CA VA TED DROP INLET
SEDIMENT TRAP
_
A
l�s)/� FLOW
GRAVEL FILTER FLOW
WIRE SCREEN
SEDIMENT -LADEN RUNOFF
AS DEPTH BELOW TOP OF INLET:
REQUIRED MIN. 1'- MAX. 2'
--------------------------
SI -OPE =11==11:=�
1.-11 IL=.�i1
�....
=11=1 '=11=IC=
tC=11.
.1f—
STORM =11
11-11- PARTICLES
11:11.[1.I
LARGER PARTICLES :IC�iWEEP
SETTLE OUT
REMOVED y
FOR
II=11.
i=11DEWATERING
INSTALL RISER SECTION
Etl:ll
GRATE ELEV 599.57
"=
1
DRAIN INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF
MAINTENANCE ARE DESIRABLE.
*GRAVEL SHALL BE VDOT #3 OR #57 COURSE AGGREGATE
Source: Michigan Soil Erosion and Sediment
Source: Va. DSWC Plate 3.20-1 Control Guidebook, 1975, and USDA -SCS
NOTES. STORAGE VOLUME REQUIRED = 248 CY
STORAGE VOLUME PROVIDED = 279 CY
BOTTOM ELEV = 597.57
III - 187 PROPOSED GRATE ELEV = 599.57
EXISTING GRATE ELEV = 598.57 111-39
971 1 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (;804) 275-8301 • fax: (804) 275-8371
www.deItaairport.com
TEMPORARY DIVERSION DIKE
1992
Plate; 3.07-4
BL 0 CK AND GRAVEL DROP INLET
SEDIMENT FIL TER
WIRE SCREEN CONCRETE BLOCK
-------------
GRAVEL* FILTER
WIRE SCREEN
FILTERED WATER
OVERFLOJVV�
RUNOFF
WATER
WITH
SEDIMENT
O q.,
DROP INLET
WITH GRATE
SEDIMENT 4`
SPECIFIC APPLICATION
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.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
Source: Va. DSWC
DELTA AIRPORT
CONSULTANTS, INC.
111-38
�NLTH 0'
ILLIAM M.
ESCHENFELDER
ELIC. 0.045144
f
S
_IONAL E_
3.07
1992 3.02
STONE CONSTRUCTION ENTRANCE
70' MIN,
A
FILTER CLOTH ` e MIN. I A I
SIDE ELEVATION
G GROUND
70' MIN,
H WASHRACK
I F_ <OPTIONAL)
12' MIN.
L VDOT #1 ' �� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN LAN VIE W
12' MIN.
EXISTING
PAVEMENT
3 ,• 5:1
MOUNTABLE BERM
(OPTIONAL)
SECTION A—A
REINFORCED CONCRETE
SECTION B—B
Source: Adapted from 1983 Maryland Standards for Soil
Erosion and Sediment Control, and Va. DSWC
III -9
1992
DRAIN SPACE
Plate 3.02-1
3.05
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE S UPPOR T)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
8' MAX.
FLOW _
4,.
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
� I►I►
_ FLOW I/
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Source: Adapted from Installation of Straw and Fabric Filter
Plate; 3.07-3 Barriers for Sediment Control, Sherwood and Wyant
111-25
Plate 3.05-2
SURFACE PARKING EXPANSION AIP NO. JOB NO.
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
EROSION &SEDIMENT
MJH 13
CONTROL DETAILS DESIGNED BY: OF
SEW/WME
CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 27
NONE JULY 2014
CD
3
a
Y
E
d
>Z
Q
cD
CL
N
r �
J �
N
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Q�
J
3w
Q ..
c(o W
Q
Z
ry o x NO.
4" WIDE
WHITE x 2'
SPACE (TYP)
WALKWAY STRIPE DETAIL
NTS
STOP SIGN
NTS
MUTCD "R1-1"
30" x 30"
:YIELD SIGN
NTS
MUTCD "R1-2"
36" x 36" x 36"
NOTE:
1. SIGNS SHALL BE MOUNTED ON GREEN POWDEIR COATED
STEEL POSTS A MINIMUM OF FIVE FEET ABOVE THE
EDGE OF PAVEMENT ELEVATION.
ONS I BY I APP. I DATE
-►I I 1.0'
avW,IIII I
3.2'
PAVEMENT ARROW DETAIL
NTS
T_
8'-0"
,--EXIT
I _ 5'-9"
PAVEMENT LEGEND DETAIL
ELONGATED LETTERS FOR
PAVEMENT MARKING
(WHITE)
971 1 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (;804) 275-8301 # fax: (804) 275-8371
w,ww.deItaairport.com
36" MIN
LOCK
LID
v .
12" MIN n 'e a
. 4
v
e' a
A e
8• e
v d,
A. e
3" WIDE
OUZ
HE
9A"
STROKE
ADA PARKING DETAIL
NTS
NOTES:
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 6" SCH 40 STAINLESS
STEEL REMOVABLE
BOLLARD
STIRRUPS
ee a
d . a: d .. "e � e. v. •q .
. a ,
• d v ..
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.q •. 'v •d .. a
4 a °
d' ..ve °. . ve
v e e a G•
. d• a '• :° °..°
s
ELEVATION VIEW - FOUNDATION
0 11.25"±
PLAN VIEW OF CLOSED LID
EMBEDMENT SLEEVE &
HINGING LID
CLASS A3 CONCRETE
REMOVABLE PIPE BOLLARD DETAIL
NTS
_� DELTA AIRPORT
CONSULTANTS, INC.
#4 REBAR STIRRUPS &
HORIZONTAL
REINFORCEMENT
v
vdeo
:.4 .4A
• e d e. .
•v
4dn
° 21" MIN
.° d
A :v q e ,°
° v
v 0 G 0 v
° d
• e
tom--
21" M I N �{
END VIEW - FOUNDATION
�PLTH OF
ESCHENFELDERy
LIC. 0.045144
�S"ONAL �G
NEAT SAW CUT
(NO SEPARATE PAY ITEM)
TACK COAT
(NO SEPARATE PAY ITEM)
EDGE OF PAVEMENT
AS SHOWN ON PLANS
12" REMOVE AND REPLACE
EXISTING SURFACE
PROPOSED
SURFACE COURSE
EXISTING SURFACE COURSE"PERU
; EXIS_1"ING BASF COURSE, ::..• '
-PROPOSED BASE COURSE•
•9
PAVEMENT TIE-IN DETAIL
NTS
R-312 TRACK
(NO PAY ITEM)
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR
REQUIREMENTS
PARKING LOT PAVEMENT SECTION
NTS
5'
Ell
TYPICAL SIDEWALK DETAIL
NTS
NOTES:
1. PROVIDE a" DEEP TOOLED SCORE AT 5' O.C.
2, EXPANSION JOINTS ARE TO BE PLACED 30' O.C.
MIN AND ADJACENT TO CURBS.
3. THE COST OF THE VDOT 21A SHALL BE
INCIDENTAL TO THE SIDEWALK.
SURFACE PARKING EXPANSION AIP NO.
NON-AIP (LOCAL ONLY)
PAVING & MARKING DETAILS DRAWN BY:
MJH
& TYPICAL SECTIONS DESIGNED BY:
SEW/WME
JOB NO.
12064
SHEET
16
OF
CHARL TTE VILLE-ALBEMARLE AIRPORT SCALE: DATE: 27I
1 - 30 JULY 2014
•
v
v
d
e'
q
d
°
e
d
•9
CLASS A3 CONCRETE
REMOVABLE PIPE BOLLARD DETAIL
NTS
_� DELTA AIRPORT
CONSULTANTS, INC.
#4 REBAR STIRRUPS &
HORIZONTAL
REINFORCEMENT
v
vdeo
:.4 .4A
• e d e. .
•v
4dn
° 21" MIN
.° d
A :v q e ,°
° v
v 0 G 0 v
° d
• e
tom--
21" M I N �{
END VIEW - FOUNDATION
�PLTH OF
ESCHENFELDERy
LIC. 0.045144
�S"ONAL �G
NEAT SAW CUT
(NO SEPARATE PAY ITEM)
TACK COAT
(NO SEPARATE PAY ITEM)
EDGE OF PAVEMENT
AS SHOWN ON PLANS
12" REMOVE AND REPLACE
EXISTING SURFACE
PROPOSED
SURFACE COURSE
EXISTING SURFACE COURSE"PERU
; EXIS_1"ING BASF COURSE, ::..• '
-PROPOSED BASE COURSE•
•9
PAVEMENT TIE-IN DETAIL
NTS
R-312 TRACK
(NO PAY ITEM)
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR
REQUIREMENTS
PARKING LOT PAVEMENT SECTION
NTS
5'
Ell
TYPICAL SIDEWALK DETAIL
NTS
NOTES:
1. PROVIDE a" DEEP TOOLED SCORE AT 5' O.C.
2, EXPANSION JOINTS ARE TO BE PLACED 30' O.C.
MIN AND ADJACENT TO CURBS.
3. THE COST OF THE VDOT 21A SHALL BE
INCIDENTAL TO THE SIDEWALK.
SURFACE PARKING EXPANSION AIP NO.
NON-AIP (LOCAL ONLY)
PAVING & MARKING DETAILS DRAWN BY:
MJH
& TYPICAL SECTIONS DESIGNED BY:
SEW/WME
JOB NO.
12064
SHEET
16
OF
CHARL TTE VILLE-ALBEMARLE AIRPORT SCALE: DATE: 27I
1 - 30 JULY 2014
LO
N
t`
J �
N
o`R
Q°
3IDw
a
CID
(.0W
CD (D
Z..
;�U)
o x N0.
A
PIPE
SIZE
H DIMENSION
CONIC. CORR. METAL
NOTES DI -7, 7A, 76
8" B 8 '
2'-5"
15"
2'-91/4"
2'-8"
18"
1.
DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
°0
B
2.
THE "H" DIMENSION SHOWN ON THE STANDARDS
T-7"
TB
27"
AND SPECIFIED ON PLANS WILL BE
THE RTRUCTURE.UTFALL
DTHEOTOP
M a
J
E(:o
4'-1%2'
PE TO OFETHEM
33"
4'-4Y4'
4'-2„
PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
4'-8"
4'-5"
42"
FOR ESTIMATING PURPOSES AND THE ACTUAL
- -
--t---
-----
DIMENSIONS SHALL BE DETERMINED BY THE
17. GRATE BARS TO BE PARALLEL TO DITCH FLOW.
1.4
APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH
FOOT OF DEPTH.
CONTRACTOR FROM FIELD CONDITIONS.
=001
PAVED DITCHES ARE TO BE TRANSITIONED TO MEET
SIZE
MAXIMUM DEPTH (H) TO BE 12'-8.
PLAN
PLAN
3
WHENTHE RT IS
(STANDARD
(COVER REMOVED)
14.
PROVIDE SAFETY SLABS WHEN SPECIFIED ON
BESSHAPEDDIN ACCORDANCEN WITH
A-4'-4" (12" - 36" PIPE)
(COVER REMOVED)
INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) _ 0.362 CU. YDS. (12" - 36" PIPE)
IS -1. THE COST OF FURNISHING AND PLACING ALL
B-3'-0" (12" - 36" PIPE)
GROUT
j _j REDUCER
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
A-4'-10" (42" PIPE)
RISER UNIT
(
0.970
INCLUDED IN THE BID PRICEN FOR THE STRUCTURE.
B-3'-6" (42" PIPE)
CONCRETE COVER
(FOR DETAILS SEE
4.
IN THE EVENT THE INVERT OF THE OUTFALL
CONCRETE COVER
SHEET 2 OF 3)
1.173
PIPE IS HIGHER THAN THE BOTTOM OF THE
(FOR DETAILS SEE
co AGGREGATE.
--
STRUCTURE, THE INVERT OF THE STRUCTURE
SHEET 2 OF 3)
SEE NOTE7.
SHALL BE SHAPED WITH CEMENT MORTAR TO
AGGREGATE. SEE NOTE7.
j -t27
PREVENT STANDING OR PONDING OF WATER
Lz
IN THE STRUCTURE. THE COST OF FURNISHING
c�w
WEEP HOLE.
WEEP HOLE.
SPECIFICATION
AND PLACING ALL MATERIALS INCIDENTAL TO
SEE NOTE 8.
w
_j> I SEE NOTE 8.
REFERENCE
THl SHAPINGI BE INCLUDED IN THE BID
PRECAST MANHOLE
ROAD AND BRIDGE STANDARDS
STO T
EE OR
En, ' LIFT HOLES
-
H IS 4'-0"
STEPS. SEE NOTE 5.
VIRGINIA DEPARTMENT OF TRANSPORTATION
5.
STEPS ARE TO BE PROVIDED WHEN
OR GREATER. FOR DETAILS SEE STANDARD ST -1.
106.07
T
6.
REINFORCED CONCRETE FOOTING MAY BE
PRECAST OR CAST -IN-PLACE, TWO LIFTING
X I D I X
HOOKS OF FABRICATORS DESIGN TO BE
PROVIDED IN PRECAST FOOTING
7.
4" DEPTH AGGREGATE #68,078, OR #8 X 6" WIDTH.
-
SEE NOTE 4.
8.
3" DIAMETER WEEPOLE WITH 12"X12" PLASTIC
HARDWARE CLOTH 1�' MESH OR GALVANIZED
SECTION A -A
SECTION B -B
UM WIRE ICLOTHRANCHORED
STEELNUMBER
CAST IN PLACEPRECAST
4EMESHMHARDWARE
FIRMLY TO THE OUTSIDE OF THE STRUCTURE.
FOR USE WITH 12" TO 42" PIPES
9.
THE TYPE OF INLET (PRECAST OR CAST IN PLACE),
NOTES (CONT.
DETAILED HEREON, TO BE CONSTRUCTED, WILL BE
RECOMMENDED MINIMUM
HEIGHT CHART
PIPE
SIZE
H DIMENSION
CONIC. CORR. METAL
12"
2'-6"
2'-5"
15"
2'-91/4"
2'-8"
18"
3'-0%2'
T-11"
21"
3'-3Y4"
T-2"
24"
T-7"
3'-5"
27"
3'-10/4"
T-8"
30"
4'-1%2'
3'-11"
33"
4'-4Y4'
4'-2„
36"
4'-8"
4'-5"
42"
T-2%2"
4'-11"
- 0.410 CU. YDS. (4211
CONCRETE
CLASS A3
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
CONCRETE
MANHOLE
GRATE AND THE METHOD OF PLACING APPROACH
IS ON A GRADE.
NONE
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.
4
(3000 PSI). PRECAST CONCRETE IS TO BE
SPACER UNIT
1.437
4000 PSI.
16. FOR DETAILS OF PRECAST DI -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
OR
DEPTH (H) WITHOUT PIPES. THE AMOUNT
APPLICABLE PRECAST BASE, RISER AND TOP DETAILS,
7
DISPLACED BY PIPES MUST BE DEDUCTED TO
PAGES 103.07 THRU 103.12.
o
OBTAIN TRUE QUANTITIES. FOR INLETS OF
--t---
-----
DIFFERENT DEPTHS ADD OR SUBTRACT THE
17. GRATE BARS TO BE PARALLEL TO DITCH FLOW.
1.4
APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH
FOOT OF DEPTH.
PIPE 12" 15" 18" 24" 30" 36" 42"
13.
PAVED DITCHES ARE TO BE TRANSITIONED TO MEET
SIZE
°
INLET GUTTER AS SHOWN IN STANDARD PG -2A.
MINIMUM DEPTH 2'-0" 2'-3�/4" 2'-6%2' 3'-1" 3'-7%2" 4'-2" 4'-8�/2"
J w ° -----
W
CONCRETE 947 1.045 1.143 1.339 1.535 1.731 1.927
14.
PROVIDE SAFETY SLABS WHEN SPECIFIED ON
CUBIC YARDSTHE
13
PLANS.
INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) _ 0.362 CU. YDS. (12" - 36" PIPE)
RISER UNIT °d
PIPE)
SREFERE CE 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 I V -9Y4" DIA. THE LETTERS V.ID.O.T. ARE OPTIONAL
IF USED THE LETTERS ARE TO BE
" 1�/2" 4' CAST IN THE DEPRESSION IN TOP OF
COVER 1" WIDE RAISED 3/a" HIGH AS
SHOWN.
s'.l _ l I I I
N
1'-8�/g" DIA.
SECTION A -A
LETTIERING
OPTIONAL
APPROXIMATE WEIGHT
,CAST IRON
FRAME: 239 ± 12 LBS.
COVER 137 ± 7 LBS.
7n�!_ o�T
TOP
n
SECTION B -B BOTTOM
X�/[)= 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
9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371
www-deItaa i rport.com
✓ISIONS BY APP. DATE
DI -7, 7A, 7B DETAILS OF CONCRETE COVER AND GRATE
(3w -B 2" DIAMET BAR a 10 68 LBS /FT DETAILS OF GUTTER AND
OR NO. 14EBILLET STEEL BAR 0 7.'65 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 -7B GUTTER IN BOTH DIRECTIONS.
SUBJECT TO TRAFFIC.
2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER
3. FOR DETAILS OF LOAD CARRYING ARE TO BE DOWELED WITH #4 X 8" SMOOTH
L2"X2"X3/6" GRATE (GRATE B), SEE T -DI -7,
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
E PROVIDED.
CONNECTOR 4. CONCRETE COVER AND GRATE S
DETAIL A ARE TO BE FURNISHED ASA SEE STANDARD T -DI -3, 4 ALTERNATE DESIGN.
(PE SINGLE UNIT. OUTSIDE 3. VARIABLE 2:1 OR FLATTER.
4'"B I OR III #5X5'-0" BARS DIMENSIONS OF GRATE TO
(FROM PLANS) (12 REQ'D.) BE 3'-4" X 2'-11 " (GRATE A)
PLAN VIEW i OR 3'-4" X T-11%2' (GRATE B). 4. DITCH GRADE MUST BE ADJUSTED TO MEET
SEE DETAIL DIFFERENCE IN ELEVATION. SEE LONGITUDINAL
N ., 5. ALTERNATE METHODS OF SECTION.
�^ ANCHORING ANGLE IRON WILL BE
m •• 00 ACCEPTABLE IF APPROVED BY THE 5. IF DEPTH (D) BECOMES LESS THEN 4", LENGTH
i i ENGINEER.OF WINGS ARE TO BE EXTENDED AS DIRECTED
3/ 3 BY THE ENGINEER.
SECTION A-ASECTION B- 6. GRATE AND COLLAR ARE TO BE
GALVANIZED. 6. CURTAIN WALL TO BE LOCATED AT THE END OF
GRATE A;
THE PAVED DITCH SECTIONS OF THE DI -7A &
APPROXIMATE QUANTITIES
CONCRETE
CLASS A3
REINFORCING
STEEL
0.423 C. Y.1
63 LBS.
BAR SPACING CHART
GRATE MAXIMUM DIMENSION
TYPE A B
I 1 3„
X
7. CONCRETE COVER MAY BE DI -76 THAT ARE NOT ABUTTED BY OTHER
PRECAST OR CAST IN PLACE. DRAINAGE.
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
GUTTER DETAIL WILL BE REQUIRED ON PLANS.
9. GRATE BARS TO BE PARALLEL TO
DITCH FLOW.
5'-4" I
Nil 2"0" Qa INLET
2'
N ' , 2'-0"41z,CH p''� 2�TCH IN�ETD
SECTION A -A SEE NOTE SEE NOTE 3 d SEE NOTE 3
SEE NOTE ,
BOTH SLOPES FLAT ONE STEER SLOPE
�A ONE INTERMEDIATE SLOPE
ISEE
I.2 !4 DITCH iINLET 0„2"0� &INLETO2DITCH ti' GUTTER GRADE
NOTE 6 I I = ADJUSTED TO MEET
D "�
D
a
-* /
�6'� '� � INLET ELEVATION
6' LA
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 -7B
CLASS A3
FOR DETAILS OF ALL COMPONENT PARTS AND
CONCRETE
MANHOLE
(CU. YDS.)
NONE
1 1.211
2.148
BACK UP BERM
TO BE PROVIDED
AS DIRECTED BY THE
ENGINEER (DI -7A ONLY).
NORMAL MEDIAN
ITCH GRADE
-10R FLATTER
LONGITUDINAL SECTION
(WHEN INLET IS LOCATED
ABOVE NORMAL DITCH GRADE)
SEE NOTE 8.
�vooT 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
DELTA AIRPORT
CONSULTANTS, IN[.
z�PLTH o� �
00 M M.
ESCHENFELDER` y
LIC, 0.045144
'/��/
IF6S'11SS/ONAL �C/,_`�I
STANDARD PG -4 PAY LINE FOR INLET
CLASS A3
CONCRETE
r - r- - - - --
MH -2
�C 115!', 12" 12 j64 1
A
FOR DETAILS OF ALL COMPONENT PARTS AND
CONCRETE
MANHOLE
BRICK
"GENERALNOTES- PRECAST" SEE SHEETS
CONCRETE
FEET
THOUSANDS
103.01-103.11
CU.YARDS
4
0.5
SPACER UNIT
1.437
5
TAPER
0.785
1.699
6
OR
°
1.961
7
TOP. UNIT
/-Z
o
8
--t---
-----
2.485
9
1.4
°
2.747
10
i
0.785
°
11
1.9
J w ° -----
W
12
(�
- �-
RISER UNIT
o LL
13
- - �- - -
z z - - -
RISER UNIT °d
14
2.8
j _j REDUCER
i
15
RISER UNIT
(
0.970
4.903
16
41-
REDUCER UNIT
5.265
"
MONOLITHIC
1.173
6.032
--�- I--
BASE --4
--
0.582
BASE'UNIT
BASE( UNIT
��T_
I -t
j -t27
Lz
FOOTING
FOOTING
SPECIFICATION
1v�-r
REFERENCE
PRECAST MANHOLE
ROAD AND BRIDGE STANDARDS
105
302
VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISION DATE
SHEET 1 OF 1
106.07
DELTA AIRPORT
CONSULTANTS, IN[.
z�PLTH o� �
00 M M.
ESCHENFELDER` y
LIC, 0.045144
'/��/
IF6S'11SS/ONAL �C/,_`�I
STANDARD PG -4 PAY LINE FOR INLET
CLASS A3
CONCRETE
r - r- - - - --
B�
�C 115!', 12" 12 j64 1
A
60
CONCRETE
MANHOLE
SEE DE RAIL A:
00
NpR
L-L - - - - --
R�`�SFO 91c ANegck SpA PAY LINE FOR INLET
#6X4'-0" BAR A
Q 4" C -C , 4 REQ'D.
1 \"G
�S ti
#4XBARS B_ /
fa 8"" C- C -C, 5 REQ'l "
#4X1'-0" BARS DIC' (TYP.)
Q 8" C -C, 6 REQ'D
A
3" DIAMETER
= WEEP HOLE
DI -7, 7A, 7B
NOTES
1. APRON IS TO BE CONSTRUCTED TO A DEPTH OF
1'-O" ON BACK SLOPE SIDE OF INLET (DI -7). ON
ROADWAY SIDE, THE DEPTH IS TO BE T-0" OR TO
THE SHOULDER ELEVATION, WHICHEVER IS LESSER.
2. ALTERNATE METHODS OF ANCHORING ANGLE IRON
WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER.
3. ACCO DANCE WITHLAR AND ETHEESPECIBC TIONSNIZED IN
4. OUTSIDE DIMENSIONS OF GRATE ARE TO BE
3'-4" X T-11 Y4".
5, ALL CONCRETE IS TO BE CLASS Al
6. 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. GRATE BARS ARE TO BE INSTALLED SO THEY WILL BE
ALIGNED PARALLEL TO THE DITCH FLOW.
APPROXIMATE QUANTITIES
CLASS A3
CONCRETE
REINFORCING
STEEL
CU. YDS.
LBS.
4.091
60
INCREMENT PER FOOT OF DEPTH (H)-0.362 CU. YDS.
CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REQ'D.=1.112 CU. YDS
4'-4"
SECTION A -A OPEN AREAS AT
ENDS OF PIP
i „
ES 1 DI
2� AMETER
1 2" DIAMETER SOLID STEEL
#4X3-6 BARS C
ARE TO BE SEALED
VOUBLE-EXTRA ST
0 8" C -C, 6 REQ'D, BY WELDING. D STEEL PIPE 0 6.41RLOBS /FT. BAR a 10.68 LBS./FT.
CONSTRUCTION WELD WELD
JOINT
_ r} L 2"X2"X%"
. ... , . BAR 8 %2" X 4' L 2„X2„X3/8 ,
SHEAR
x,, a 4" 3'-0" 4" CONNECTOR "X4" SHE
" HOLES TO � BE DRILLED TONNECTOR L 2%2"X2�/2"Xl/4"
T-8" L 2%2"X212'Xl/4" IN L END OF EACH " T EACH
SECTION B -B SECTION C -C DETAIL A ALTERNATE DETAIL A
SPECIFICATION STANDARD DI -7, 7A OR 7B WITH FLUME CONNECTION ��
REFERENCE
ROAD AND BRIDGE STANDARDS
502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3
VIRGINIA DEPARTMENT OF TRANSPORTATION 104.24
HALF PLAN VIEW
MH -1
SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B - _ B
STANDARD MH -1 NOTE i I
FRAME &COVER THE TOP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR -
BRICK AS DIRECTED BY THE ENGINEER. I
04
N
0
FLAT SLAB TOP
V i -V V,• Y Y
BRICK CONCRETE OR
CONCRETE BLOCK
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BR;CK CONCRETE
NOTES:
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE 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 12" - 48" PIPE CULVERTSROAD AND BRIDGE STANDARDS
302 VIRGINIA DEcIARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
106.01
SURFACE PARKING EXPANSION
DRAINAGE DETAILS
AIP NO.
NON-AIP (LOCAL ONLY)
DRAWN BY:
MJH
DESIGNED BY:
SEW/WME
CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE: DATE:
NONE JULY 2014
JOB NO.
12064
SHEET
17
OF
27
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
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
3.40.970
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 BE 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 12" - 48" PIPE CULVERTSROAD AND BRIDGE STANDARDS
302 VIRGINIA DEcIARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
106.01
SURFACE PARKING EXPANSION
DRAINAGE DETAILS
AIP NO.
NON-AIP (LOCAL ONLY)
DRAWN BY:
MJH
DESIGNED BY:
SEW/WME
CHARLOTTESVILLE-ALBEMARLE AIRPORT I SCALE: DATE:
NONE JULY 2014
JOB NO.
12064
SHEET
17
OF
27
7
I)
N
J
0
N
z�
o�
Q�
_j.7
3w
coo W
o(D
zLL�
NO.
ox
DI -3A, 3B, 3C I
OVD AKICInAI InIAIT ,
EXPANSION KEYED
FOR DETAILS OF INLET JOINT CONST. BARS D S= APPROACH
FRAME & COVER BACK OF SIDEWALK Y JOINT ?' GUTTER
SEE STANDARD IC 2. BAR G WARPED
2" w 0 00 GUTTER
0
2 BARS C 6"6"6" n BAR C I - - - SUBBASE
IF-III6il BARS 8 2 _ HARDWARE
CLOTH
ARS F z Z '4 BARS -F- I WEEP HOLE.
Q
ow o I SEE NOTE 8
44444
M� I
X
w
BAR F BAR A STEPS.'SE
NOTE
-BARS D FACE OF CURB 5
GUTTER 8 2' 8"
ONTROL JOINT CRACK CONTROL JOINT
PLAN SECTION A -A
' IN
10' MAX. C KEYED CONST. JOINT
L -VARIABLE MAX. 20'
2'-10"2" WARPED
GUTTER
�7- B a 3 0 x 2 APPROACH
I ? s /-BSS A f GUTTER
I
BARS F BARS E Ly._ B cv
*3" DIAMETER 00 BARS E
BARS B
I WEEP HOLE FRONT ELEVATION BARS F-`
I
- - - - - (GUTTER REMOVED) 1i/4„
5X'/4" BENT PLATE SECTION B -B
04
a a
TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. 1/4" R ;°. L2%2"X2%2"XI/q"
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS.
TYPE A TYPE B I/Z" 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.
DI -3A L DI -31B L DI -3C L I WARPED PAVEMENT
= I = I - FLOW FLOW I !FLOW • 1'-0"
1 1 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
XVDOT STANDARD CURB DROP INLET SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
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
J' 4000 PSI MINIMUM
PLAN `
�'4=W ■rAh',11
F*,7_1 1fl:r I
ALTERNATE END -SECTION 12" - 60" PIPE Es-'
HIUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
p1 r l - - - - - CONCRETE TO BE
LLL II .w JJJ 4000 PSI MINIMUM
PLAN
SECTION X -X
END VIEW
END SECTION DIMENSIONS
TOP OF FILL
PIPE DIAMETER
A
B
C
D
E
12"
4"
2'-0"
2,-0"
4'_0"
2'-0"
15"
6"
2'-3"
1'-9„
4'-0"
2'-6"
18"
9"
2'-3"
1'-9"
4'-0"
3'-0"
21"
91/4"
2'-11"
2'-1"
5'-0"
3'-6"
24"
9Y2"
N-7"
2'-6"
6'-1"
4'-0"
27"
10
4'-0"
2'-1"
6'-1"
4'-6"
30"
11-0"
4'-6"
T -7 N"
6'-1
5'-0"
33"
1'-11
V-101 "
2'-31/4"
7'-1
5'-6"
36"
V-3"
5'-3"
2'-10
8'-1 "
6'-0"
42"
T-9"
5'-3"
2'-11"
8'-2"
6'-6"
48"
2'-0"
6'-0"
2'-2"
8'-2"
7'-0"
54"
2'-3"
5'-5"
2'-91 "
W-21/4"
7'-6"
60"
2'-11„
5'-0"
3'-3"
8'-3"
8'-0"
ALTERNATE END -SECTION 12" - 60" PIPE Es-'
HIUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
p1 r l - - - - - CONCRETE TO BE
LLL II .w JJJ 4000 PSI MINIMUM
PLAN
SECTION X -X
END VIEW
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 ��/pp�-
REFERENCE FLARED END SECTION
ROAD AND BRIDGE STANDARDS
302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 of 1
VIRGINIA DEPARTMENT OF TRANSPORITATION 102.01
REVISIONS
BY I APP. I DATE
9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371
www.deItaairport.com
END SECTION DIMENSIONS
TOP OF FILL
PIPE DIAMETER
A
B
C
D
E
12"
4"
2'-0"
4'-1"
6'-1"
2'-0"
15"
6"
2'-3"
3'-10"
6'-1"
2'-6"
18"
9"
2'-3"
3'-10"
6'-1"
31-0"
21"
9"
21-11"
3'-2"
6'-1"
3'-6"
24"
10"
3'-7"
2'-8"
61_3"
4'-0"
27"
1OY2"
4'-0"
2'-11
6'-11/,>"
4'-6"
30"
1'-0"
4'-6"
T-7 "
61_1 "
5'-0"
33"
1'-11
4'-101
3'-3 "
8'-1 Y4"
5'-6"
36"
1'-3"
5'-3"
2'-10
8'-1 "
6'-0"
42"
1'-9"
5'-3"
2'-11"
8'-2"
W-6"
48"
2'-0"
6'-0"
2'-2"
8'-2"
7'-0"
54"
2'-3"
5'-5"
2'-11"8'-4"
-I i % - i -
/ 71 r
7'-6"
60"
2'-6"
51_0"
3'-3"
8'-3" 1
8'-0"
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 ��/pp�-
REFERENCE FLARED END SECTION
ROAD AND BRIDGE STANDARDS
302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 of 1
VIRGINIA DEPARTMENT OF TRANSPORITATION 102.01
REVISIONS
BY I APP. I DATE
9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371
www.deItaairport.com
ad
d
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.
N14ONW-Mil-101
9 " SLOPE TO DRAIN TO INVERT
\ ' OF OUTLET PIPE
\vy�jJ SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
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 /� v
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 III:
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. d ,'
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ' d
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
1yooT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE
ROAD AND BRIDGE STANDARDS MANHOLE &INLET INVERTS
SHEET 1 OF 1 REVISION DATE 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
DELTA AIRPORT
CONSULTANTS, INC.
�r7 O� L
'O
LLIAM M.
ESCHENFELDER y
LIC. O. 045144
/Z,5 /I
"w/.SADNAL ��G
PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE
GENERAL
TOP OF FILL
PB-'
NORMAL EARTH
1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE
GROUND LINE _
SHAPE TO ELEVATION
APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS
'' I=1 I I=1 I I=1 rrrrrr rrrr I I I=1 I I=1 I i
'' I -1 I I-1 I I=1 rrrrrr rrrr I I I=1 I I=1T-
OTHERWISE NOTED ON THE PLANS.
-' I I=1 I I rrrr rrr I I-II I
III d - EARTH
2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
- -' 11=1 I I rirrr rrr I I-1 I I
rrr r EARTH
o
3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
+ rr d rr
o a UNYIELDING
SOIL
+ d
o -I III
CIRCULAR PIPE
1. D - OUTSIDE DIAMETER OF PIPE.
2. d - INSIDE DIAMETER OF PIPE.
MATERIAL
3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
X- 12 WHERE d IS LESS THAN 36".
MIN. X D I1-1I1=III
1/10 D "'
X BEDDING
MIN. 1/10 D
X - 18" WHERE d IS 36" AND GREATER.
MATERIAL
X D X
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
I/z" PER 1' OF H
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
MIN. 8", MAX. 24"
FOUNDATION SOFT, YIELDING, OR
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
5. REGULAR BACKFILL MATERIAL. MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D I
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND
STOP OF FILL
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
STOP OF FILL
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS.
=
x
ELLIPTICAL PIPE
rrrrrrr ••�;•:::: _
- rrrrr r, rrr,::�•:::•:'r -
- rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr
- rrrrrrrrrrrrrr rrrrrrrrrrrrr -
1. S1 - OUTSIDE SPAN DIMENSION OF PIPE.
N = :rrrr rrr __
• •
:rrr rr '• •GROUND
_ = rrrrrrrrrrr, rrrrrr.=rrrr =
N =rrrrrrrrrr rrrrrrrrrr
2. S2 - INSIDE SPAN DIMENSION OF PIPE,
o d r ti :• �:•::' ° LINE
+ -rrrrrrrrrr d rrrrrrrrrr - GROUND
3. R - OUTSIDE RISE DIMENSION OF PIPE.
;N -
w - ; - LINE
4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
-_
X - 12" WHERE S2 IS LESS THAN 36".
/ (�' ROCK OR
MIN. 1/1C D _ _ _ - UNYIELDING
-I i % - i -
/ 71 r
X - 18" WHERE S2 IS 36" AND GREATER
;I�I_II=11-11i-I1-
/2" PER SOIL
1" OF H X D X
_I - _ _ _ - - - - - - =
--i-ii� .. _
MIN. 1/10 D -BEDDING EARTH
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
MIN. 8'. BEDDING
MATERIAL
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR
MAX. 24" MATERIAL
FOUNDATION SOFT, YIELDING, OR
LESS AND HEIGHT OF COVER 15' OR LESS,
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
SPECIFICATIONS.
FOR GENERAL NOTES ON PIPE BEDDING,
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND
SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00,
REGULAR BACKFILL MATERIAL IN ACCORDANCE
FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE
rrrrr SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE
HEIGHT OF COVER 15' OR LESS.
AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS T BACKFILL.
rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD
PIPE ARCH
XVDOT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
1, S - SPAN DIMENSION OF PIPE.
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A''
2. R - RISE DIMENSION OF PIPE.
3. B - SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL
REVISION DATE
07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
107.01
x - 12" WHERE S2 IS LESS THAN 36".
x - 18" WHERE S2 IS 36" AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
SPECIFICATION
REFERENCE
INSTALLATION OF PIPE CULVERTS & STORM SEWERS
�VDOT
ROAD AND BRIDGE STANDARDS
GENERAL NOTES
302
REVISION DATE
SHEET 1 OF 1
303
VIRGINIA DEPARTMENT OF TRANSPORTATION
107.00
ad
d
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.
N14ONW-Mil-101
9 " SLOPE TO DRAIN TO INVERT
\ ' OF OUTLET PIPE
\vy�jJ SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
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 /� v
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 III:
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. d ,'
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ' d
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
1yooT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE
ROAD AND BRIDGE STANDARDS MANHOLE &INLET INVERTS
SHEET 1 OF 1 REVISION DATE 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
DELTA AIRPORT
CONSULTANTS, INC.
�r7 O� L
'O
LLIAM M.
ESCHENFELDER y
LIC. O. 045144
/Z,5 /I
"w/.SADNAL ��G
PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
NORMAL EARTH
GROUND LINE X
GROUND LINE _
SHAPE TO ELEVATION
'
'' I=1 I I=1 I I=1 rrrrrr rrrr I I I=1 I I=1 I i
'' I -1 I I-1 I I=1 rrrrrr rrrr I I I=1 I I=1T-
OF MID -POINT OF
LARGEST PIPE.
-' I I=1 I I rrrr rrr I I-II I
III d - EARTH
SHAPE TO-�
OF PIPER
- -' 11=1 I I rirrr rrr I I-1 I I
rrr r EARTH
o
ad
d
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.
N14ONW-Mil-101
9 " SLOPE TO DRAIN TO INVERT
\ ' OF OUTLET PIPE
\vy�jJ SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
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 /� v
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 III:
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. d ,'
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ' d
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
1yooT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE
ROAD AND BRIDGE STANDARDS MANHOLE &INLET INVERTS
SHEET 1 OF 1 REVISION DATE 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
DELTA AIRPORT
CONSULTANTS, INC.
�r7 O� L
'O
LLIAM M.
ESCHENFELDER y
LIC. O. 045144
/Z,5 /I
"w/.SADNAL ��G
PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
NORMAL EARTH
GROUND LINE X
GROUND LINE _
GROUND LINE =
'
'' I=1 I I=1 I I=1 rrrrrr rrrr I I I=1 I I=1 I i
'' I -1 I I-1 I I=1 rrrrrr rrrr I I I=1 I I=1T-
'' I=1 I I=1 I I=1 rrrr�%rr �r !rrrr I I I=1 I I=1 I I
-' I I=1 I I rrrr rrr I I-II I
III d - EARTH
_ -' I I -III rrrr rrr I I-1 I �"
III ROCK OR
- -' 11=1 I I rirrr rrr I I-1 I I
rrr r EARTH
o
rr rr
N -I III
+ rr d rr
o a UNYIELDING
SOIL
+ d
o -I III
BEDDING
MATERIAL
I I=1=111=111=111 I =1 d
MIN. 1/10 JL
X D X BEDDING
MIN. X D I1-1I1=III
1/10 D "'
X BEDDING
MIN. 1/10 D
MATERIAL
MATERIAL
X D X
I/z" PER 1' OF H
MIN. 8", MAX. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
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 I
MIN. 1.5 x D MIN. 1.5 x D
STOP OF FILL
TOP OF FILL
STOP OF FILL
=
=
x
- ;•;rrrrrrr, rrrrrrr =ee.rrrrrr;
- ; rrrrrrr rrrrrr ;.
rrrrrrr ••�;•:::: _
- rrrrr r, rrr,::�•:::•:'r -
- rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr
- rrrrrrrrrrrrrr rrrrrrrrrrrrr -
- rrrr rrrr ;
N - rr ' rr, ; �
d r GROUNGROUND+
N = :rrrr rrr __
• •
:rrr rr '• •GROUND
_ = rrrrrrrrrrr, rrrrrr.=rrrr =
N =rrrrrrrrrr rrrrrrrrrr
o :
o d r ti :• �:•::' ° LINE
+ -rrrrrrrrrr d rrrrrrrrrr - GROUND
_ %-
;N -
w - ; - LINE
-_
III I I I= I=111=1111 EARTH
/ (�' ROCK OR
MIN. 1/1C D _ _ _ - UNYIELDING
-I i % - i -
/ 71 r
MIN. 1/10 D X D X BEDDING
MATERIAL
;I�I_II=11-11i-I1-
/2" PER SOIL
1" OF H X D X
_I - _ _ _ - - - - - - =
--i-ii� .. _
MIN. 1/10 D -BEDDING EARTH
MIN. 8'. BEDDING
MATERIAL
MAX. 24" MATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH
SECTION 302 OF THE ROAD AND BRIDGE F771EMBANKMENT
® NOTES:
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
SPECIFICATIONS. ON SHEET 107.00,
REGULAR BACKFILL MATERIAL IN ACCORDANCE
FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE
rrrrr SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE
IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS T BACKFILL.
rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
XVDOT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION
REFERENCEE
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A''
SHEET 1 OF 4
REVISION DATE
07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
303
107.01
t
SECTIONAL ELEVATION
DING 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 THE 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 ENGINIEER
SPECIFICATION �VDOT
REFERENCE DRAINAGE STRUCTURE BEDDING FOR DROP INLET, ROAD AND BRIDGE, 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 I SCALE: DATE:
NONE I JULY 2014
JOB NO.
12064
SHEET
18
OF
27
N
r
J �
O
N
� m
Q
3W
c(p W
CD (D
fQ
z..
�U)
CD X NO.
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY
CG -12
GENERAL NOTES:
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
4' f l
a
2.
DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
THE
-3-J MAX
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF
10:1
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
TYPE A
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
PERPENDICULAR
3.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
r .
r rr�riri
4.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
TSIN
THAT OININGLAP SIDESBE CAST
PLACEMENT OFPREC
\
r ri ori( rr�r ri r rr r r r
iil�rUir i r�r r� 5' MIN
D
ADJST FLOOR. PL BE CLASS
ra,, /\ /:Y
rT v MAx
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
\ 121
5.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG
12:1 MAX�_'
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1/2".
v 0 0 0 0 0 0 0 0 0 0 0 0
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
TYPE B
0
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
r r'r �rrr
rir�l ri%r r�ryT'r
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
r i
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITYiirr
�i
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
r� �i�ji rr ii
12:1 MAX
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKSire
'
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
� 12:1 MAX,
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
5, MIN\ )K )K X f
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
- - - =IIIII =1J=11
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
HIf=-IIHIHIHII=1[FII�III-)
III�I1--11111 II-IIHiLIII=II=
AND USED BY PEDESTRIANS.
4'NNN
8.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
AT E 2" HIGHER THAN
EDGE OF PAVEMENT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
AT Y X AS TOP OF CURB
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
,SAME
PERPENDICULAR TO THE CURB,
TYPE C
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
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.
TRUNCATED DOME
-
o
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
1.6"-2.4" C -C
D
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
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
O O O O O O O O O O O O
THE BACK OF CURB.
--
v 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 0 0 0
0
LANDING RAMP +
d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
v
N 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
50%-65/. OF BASE DIAWETER
N TOP DIAMETER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING o /�\
AT BACK OF CURB .I 0.9" 1.4"
VARIABLE FULL WIDTH OF RAMP FLOOR _
SEE NOTE 12. BASED ETER
F PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
DETAIL
VDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105
203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
SIONS
BY 1 APP. 1 DATE
97111 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371
www. deItaa i rport.com
NOTES:
1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI PRECAST.
3. CURB HAVINN G A RADIUS OF 300 FEET OR LESS 2' R
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH �e
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 1 . D.'
3" (21' DEPTH) IN ORDER THAT THE BOTTOM Do • io
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
,It
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE w N
FOR A DECREASE OR AN INCREASE IN DEPTH.
5• CG -2 IS TO BE USED ON ROADWAYS MEETING w opo" p.' SURFACE
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, vv))
IN THE SECTION ON GS URBAN STANDARDS. o • D
p • , • BASE
D,pPD.o�D
4"
2" RADIUS SUBBASE
r 'e•
D o D• SURFACE
BASE
.p � D.p • D_' D.
o s
1 t SUBBASE
6"
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
105
502
CG -7
THIS AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
1VD=
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
201.04
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG -2
XVDOT
ROAD AND BRIDGE STANDARDS
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 &
GUTYER.
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
DELTA AIRPORT
CONSULTANTS, INC.
SPECIFICATION
REFERENCE
105
502
PLTH OF
ESCHENFELDER! y
LIC. 0.045144
714 5/1
s'10NAL
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
2" R THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
D D p
D
D D D O D
THE BOTTOM OF THE CURB AND
r 6" 2'-0" GUTTER MAY BE CONSTRUCTED
IIII`"` PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7"
AT THE OPTION OF THE CONTRACTOR IS MAINTAINED.
REFERENCE COMBINATION 6" CURB AND GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
MS -2 VARIABLE
FOR DETAILS OF INTEGRAL CURB
SEE STANDARD MC -1 OR CG -3
1/4":1' SLOPE
' D
v D
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
-111 201.03
VARIABLE
FOR DETAILS OF INTEGRAL CURB
SEE STANDARD MC -1 OR (CG -3
1/4":1' SLOPE
D PROP ASPHALT PAVEMENT -
2" TOP SOIL 2" TOP SOIL
e• D D e D A d (v (1)
o PROP. CONCRETE PAVEMENT AD D D D D
D D D D D D WHEN ROADWAY DESIGN MEETS THE D D I PROP, CONCRETE AAVEMENT
t D D CRITERIA FOR CG -7 AS SHOWN IN D D
PAY LINE -"APPENDIX A OF THE ROAD DESIGN D • Q e 'A
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
FOR DETAILS OF INDEPENDENT CURB
SEE STANDARD MC -1 OR CG -3 1/4":P SLOPE
D
D 2" TOP SOIL
VARIABLE
FOR DETAILS OF INDEPENDENT CURB
1/4":1' SLOPE SEE STANDARD MC -1 OR CG -3
D
2" TOP SOIL
PROP.ASPHALT PAVEMENT
�
(1) (1) D
PROP. CONCRETE OR FLEXIBLE PAVEMENT D D 'Q
D <U THOROUGHLY COMPACTED AREA TO
CONSIST OF THE FOLLOWING: 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 c2) THOROUGHLY OFY COMPACTED MATERIAL. FLEXIBLE BASE WITH ASPHALT TOP
FOR DETAILS OF INDEPENDENT CURB VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB
SEE ST.%- DARD MC -1 OR CG -3 SEE STANDARD MC -1 OR CG -3
1/4"0' SLOPE 1/4"0' SLOPE
REPAVE PROP. ASPHALT PAVEMENT -
D 2" TOP SOIL r2-�TTOP SOIL ,
D (2) -----(2> D
EXISTING FLEXIBLE PAVEMENT Q D
EXIST. FLEXIBLE PAVEMENT
e '
PAVEMENT UNDER MEDIAN TO BE REMOVED- -A--PAVEMET UNDER MEDIAN TO BE REMOVED
HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE
WITH ASPHALT TOP
`vmTSN
ROAD AND BRIDGE STANDARDS STANDARD RAISED GRASS MEDIAN STRIPS REFERENCE
SHEET 1 OF 1 1 REVISION DATE 502
202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION
SURFACE PARKING EXPANSION AIP NO.
NON-AIP (LOCAL ONLY)
DRAWN BY:
MJH
D RAI NAG E DETAILS DESIGNED BY:
SEW/WME
CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE:
TD7ATE.
NONE JULY 2014
JOB NO.
12064
SHEET
19
OF
27
REDRESS RIPRAP AND
BUSONGR|PRAP
OUTLET PROTECTION FINISHED GROUND
��
�'�rnm�
'�
'°'`�
1' K4|N
A
BEVEL SLOT DETAIL
(PERMITTED FOR EASY
FORM REMOVAL)
A
2''0"
PIPE COUPLER TO BE CAST INTO ENDWALL.
COUPLER MUST BE FLUSH WITH OUTER SURFACE OF
EW -12 AND PROVIDE A POSITIVE CONNECTION FOR
EXPANDED STEEL
MESH (FLATTENED)
MIN. STEEL
.08 INCH MIN.
ALUMINUM PLATE
-
U -TYPE ROLLED
RAIL STEEL POST
AT 1.33 LBI OR
ALUMINUM ALLOY
6063-T6 0 75
ISOMETRIC
ALUMUNUM OR STEEL
RIVIETS OR BOLTS
COMPATIBLE WITH POST
MATERIAL
UNDERMAN OUTLET
MARKER DETAIL
SECTION ArA NOTES:
1. TYPICAL ENDWALL TO BE PLACED AT THE ENDS OF ALL UNDERDRAIN OUTLETS, BARRING LOCATIONS
WHERE UNDERORAIN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENOW L TO
AL BE INSTALLED
PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE.
OUTLET PIPES ____
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 NO. 13 &UMNUM PANT OR
NO- It WHITE PAINT -
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
XVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAN REFERENCE
105
SHEET I OF I REVISION DATE 233
4/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
| -- -- --- --' -- --- --' --- --- --- --- --� --- --'
/|
�
FILTER FABRIC
SECTION A -A
Gm -VEL DIAPHRAGM DETAIL
NTS TOP OF
R|PRAP
TOE OF
�
RIP RAP
WATER FLOW
TOP OFFOREBAY
' GAB|ON
ELEVATION
R|PRAP
VDOT#1STONE-'
FILTER FABRIC
NTS
1�
FOREBAY BOTTOM
������.
'-~~ ' --`~~
1. F]REBAYSHALL BE CONSTRUCTED WITH MINIMUM 15% VOLUME OF EACH BIOFILTER.
- ANCHOR -- ---'
OATTRESSES WITH TWO #4 REINFORCING BARS AT EACH END.
3. STONE IS TO BE'' MAXIMUM SIZE OF CLASS Al RIPRAP (25-75 POUNDS).
4. GAB|ONSARE 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 ASSOCIATED WITH THIS B|C>F|LTER
FOREBAY SHALL BE INCIDENTAL TO THE PROJECT.
�
CD 0
4 CHANGE ORDER NO. ONE (1)
Uj
NO. REVISIONS
PJW
PIPE I.D.
SLOPE
DIMENSIONS
CLASS A�3
CONCRETE
2. SHALL BE RIGID SMOOTH -BORE PIPE. MEETING THE REomREMEwTS
OF 70 PSITESTED ACCORDING TO ASTM 2412.
BY
APP.
DATE
L
H
CUBIC YARDS
3. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.'/,," X I` AND WEIGH APPROX.
BERM 561.00
0.82 LBS. PER SO. FT_ MESH SHALL BE GALVAMZED IN ACCORDANCE WITH ASTM A-123. THE MESH
SHALL EXTEND A WNIMUM OF I" 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
2 '1 - - - _W_
4*1 - 4fl 4'-5!' F- 11/4" 0.28
591
BIOFILTER WE
R 560.00
/
^ mmmkl LILY nrPOrrMrnQ,A0Z,111 01== o
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 NO. 13 &UMNUM PANT OR
NO- It WHITE PAINT -
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
XVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAN REFERENCE
105
SHEET I OF I REVISION DATE 233
4/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
| -- -- --- --' -- --- --' --- --- --- --- --� --- --'
/|
�
FILTER FABRIC
SECTION A -A
Gm -VEL DIAPHRAGM DETAIL
NTS TOP OF
R|PRAP
TOE OF
�
RIP RAP
WATER FLOW
TOP OFFOREBAY
' GAB|ON
ELEVATION
R|PRAP
VDOT#1STONE-'
FILTER FABRIC
NTS
1�
FOREBAY BOTTOM
������.
'-~~ ' --`~~
1. F]REBAYSHALL BE CONSTRUCTED WITH MINIMUM 15% VOLUME OF EACH BIOFILTER.
- ANCHOR -- ---'
OATTRESSES WITH TWO #4 REINFORCING BARS AT EACH END.
3. STONE IS TO BE'' MAXIMUM SIZE OF CLASS Al RIPRAP (25-75 POUNDS).
4. GAB|ONSARE 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 ASSOCIATED WITH THIS B|C>F|LTER
FOREBAY SHALL BE INCIDENTAL TO THE PROJECT.
�
CD 0
4 CHANGE ORDER NO. ONE (1)
Uj
NO. REVISIONS
PJW
WME
110FILTER
NJ
BOT TOY
1310FILTER BE
BlOffIL
593.00
M 595.00
ER WEIR 59411
100
BY
APP.
DATE
PROVIDE
16' POSITIVE
MIN' DRAINAGE
6-1 LA
2, 1_17Z4|
TOP OF
E12 TOE OF
TY
GA8k]N | - | �
VOOT#1STONE
TOP OFGRATE
~=---WATER FLOW
FILTER FABR|CR|PRAP
12'±
MODIFY SWIM STRUCTURE URE DETAUk
NITS
�����~ '-_'----.
1. REPLACE EXISTING VDOT TYPE 1 GRATE WITH VDOT TYPE 3 GRATE. INSTALL 1 FT RISER.
EXISTING ELEV=548.00
PROPOSED GRATE ELEV=548.80
2. ANCHOR GAB|{}NMATTRESSES WITH TWO #4REINFORCING BARS ATEACH END.
3. STONE /STOBEAMAXIMUM SIZE OFCLASS A|R|PRAP(25'75POUNDS).
4. GAB|ONSARE TOBEINSTALLED AFTER THE BASIN HAS BEEN FULLY DEVVATEREOAND
THE BOTTOM CLEANED. THEY ARE NOT TO BE INSTALLED WITH WATER IN THE BASIN OR
ONTOP OFDEBRIS.
5. THE CONTRACTOR SHALL MOW/BLISH HOG THE ENTIRETY, INCLUDING BOTTOMS AND
SIDES, OF BASIN #8 AND BASIN #0.
G. ALL WORK SHOWN ABOVE AND ONTHE 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 BEMADE.
9711 Farrar Court, Suite l 00
Richmond, Virginia 23236
phone: /804\ 275-8301 ° fax: /804\ 275-8371
1 ADDENDUM NO. ONE (1)
---- vvw vY . J e | t O a i r p O rt . C 0 mn
18^
VOOT21A
n.
| ^ SOLID PVC -GCH48
|
18"
SOLID UNDERDRAUN DETAIL
NOTES: NTS
1. PIPE ENDS SHALL 8ECOVERED WITH 3/4^><3/4^MESH, 17GAUGE,
GALVANIZED HARDWARE CLOTH, SECURELY FASTENED.
2. PIPE SHALL CONFORM T[>THE REQUIREMENTS OFASTM O-1785'
3. ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL
BEPAID UNDER 6^UNDERDRA|NPAY ITEM PER LINEAR FOOT.
FILTER18" 4 OZ NONWOVEN
FABRIC. OVERLAP 18".
VDOT NO. 68
|^ PERFORATED PVC 'SCH4O
18^
| U 8"
PERFORATED U UNDERDRAUN DETAIL
NTS
NOTES:
1. PIPE ENDS SHALL BECOVERED WITH 3/4^X3/4^MESH, 17GAUGE,
GALVANIZED HARDWARE CLOTH, SECURELY FASTENED.
3. PIPE SHALL CONFORM TOTHE REQUIREMENTS OFASTM O-1785.
3. PERFORATIONS SHALL BE|NACCORDANCE WITH AASHTOK4278.
PIPE SHALL BEINSTALLED WITH PERFORATIONS FACING DOWN.
4. ALL LABOR AND MATERIALS ASSOCIATED WITH THIS DETAIL SHALL
BEPAID UNDER 0^UNDERORA|NPAY ITEM PER LINEAR FOOT.
EXISTING WATER
QUALITY ORIFICE.
'^'~-^'' '`^---~~~~~
INSTALL INLET TOP SLAB
rV|THNEW GRATE.
3RATEELEV =549-0O
NSTALLONE FOOT RISER.
REMOVE EXISTING INLET
FOP SLAB AND GRATE.
BASIN 8 RISER DETAIL
�
NTS
NOTES: 1. REPLACE EXISTING VDOTTYPE / GRATE WITH VDOTTYPE 3GRATE.
2. EXISTING GRATE ELEV=548.O0
3. PROPOSED GRATE ELB/=540.O0
4. ALL WORK SHOWN ABOVE AND ON THE PLAN VIEW ASSOCIATED WITH THIS BASIN
STRUCTURE SHALL BE INCIDENTAL T[)THE BID ITEM MODIFY SWM STRUCTURE.
"NORTH BUOFUU TERm" CROSS SECTION
IRP T
CONSULTAN INCe
�R|G|NAL
GROUND ELEV
STATE APPROVED
UN
CLEANOUT WITH
WATERTIGHT CAP
\B 1'�
BOTTOM
10.
PERFORATED UND RDRAN-/
@1%SLOPE
CONNECT TDSOLID UNDERDRA|N
WITH PERFORATED UNDERORA|N
EXISTING WATER
QUALITY ORIFICE.
TOP OF BERM ELEV
STONE
WEIR
STATE APPROVED
BIOFILTER MIX
� \ --4uZNON-WOVEN FILTER FABRIC
VOOT#88BACKFILL
8^UNDERDRA|N-�
PROFILE VIEW
CLASS
R|PRAP \ | |
6" MAX
1.01
FILTER CLOTH
450 WYE (SOLID)
CROSS SECTION 11310FILTER
BUOFUU TER DETAIL
NTS
'~--`'' '`^---~-- '-
m�/*��/mm�/ TOP SLAB
NITHNEW GRATE.
�RATEELEV =57773
BASIN 9 RISER DETAIL
NTS
NSTALL THREE FOOT RISER.
REMOVE EXISTING INLET
FOP SLAB AND GRATE.
�����. ''_'--_.
1. REPLACE EXISTING VDOT TYPE |GRATE WITH VDOT TYPE 3GRATE.
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 BEINCIDENTAL T[>THE BID ITEM MODIFY SWM STRUCTURE.
R|PRAPEXTEND8
TO TOE OF SLOPE
.10
oz-, � 0
00
VOOTSTD
110FILTER
NJ
BOT TOY
1310FILTER BE
BlOffIL
593.00
M 595.00
ER WEIR 59411
100
561
B[OFILTER
BERM 561.00
1
561
591
BIOFILTER WE
R 560.00
BIOFILTER
BOTTOM
9.00
558
588
VDEEP MIN
558
588
585
L0
"D L0
585
9+90 10+20 10+50 10+80 11+10 11+40 11+70
555
555
LIN
21
552
LO
PILO
Lo
"NORTH BUOFUU TERm" CROSS SECTION
IRP T
CONSULTAN INCe
�R|G|NAL
GROUND ELEV
STATE APPROVED
UN
CLEANOUT WITH
WATERTIGHT CAP
\B 1'�
BOTTOM
10.
PERFORATED UND RDRAN-/
@1%SLOPE
CONNECT TDSOLID UNDERDRA|N
WITH PERFORATED UNDERORA|N
EXISTING WATER
QUALITY ORIFICE.
TOP OF BERM ELEV
STONE
WEIR
STATE APPROVED
BIOFILTER MIX
� \ --4uZNON-WOVEN FILTER FABRIC
VOOT#88BACKFILL
8^UNDERDRA|N-�
PROFILE VIEW
CLASS
R|PRAP \ | |
6" MAX
1.01
FILTER CLOTH
450 WYE (SOLID)
CROSS SECTION 11310FILTER
BUOFUU TER DETAIL
NTS
'~--`'' '`^---~-- '-
m�/*��/mm�/ TOP SLAB
NITHNEW GRATE.
�RATEELEV =57773
BASIN 9 RISER DETAIL
NTS
NSTALL THREE FOOT RISER.
REMOVE EXISTING INLET
FOP SLAB AND GRATE.
�����. ''_'--_.
1. REPLACE EXISTING VDOT TYPE |GRATE WITH VDOT TYPE 3GRATE.
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 BEINCIDENTAL T[>THE BID ITEM MODIFY SWM STRUCTURE.
R|PRAPEXTEND8
TO TOE OF SLOPE
.10
oz-, � 0
00
VOOTSTD
NOTE:
1. SEE 8|OF|LT�ERDETAILS FOR FILTER MEDIA,
STONE AND PLANT REQUIREMENTS.
,
��,~--«f
FWILLIAMM.v �
[} sSC*ENFELmsRLIC. NO. 045144
51
1_9
SS IVA(��,.C.�
"SOUTH BUOFUU TER»» CROSS SECTION
AIP NO.
SURFACE PARKING EXPANSION
NOWAIP (LOCAL ONLY)
DRAWN BY:
MJH
STORMWATER
DESIGNED BY:
MANAGEMENT DETAILS SEW/WME
SC T_
JOB NO.
12064
110FILTER
NJ
BOT TOY
1310FILTER BE
BlOffIL
593.00
M 595.00
ER WEIR 59411
100
591
591
UNDERD
588
VDEEP MIN
588
585
L0
"D L0
585
9+90 10+20 10+50 10+80 11+10 11+40 11+70
NOTE:
1. SEE 8|OF|LT�ERDETAILS FOR FILTER MEDIA,
STONE AND PLANT REQUIREMENTS.
,
��,~--«f
FWILLIAMM.v �
[} sSC*ENFELmsRLIC. NO. 045144
51
1_9
SS IVA(��,.C.�
"SOUTH BUOFUU TER»» CROSS SECTION
AIP NO.
SURFACE PARKING EXPANSION
NOWAIP (LOCAL ONLY)
DRAWN BY:
MJH
STORMWATER
DESIGNED BY:
MANAGEMENT DETAILS SEW/WME
SC T_
JOB NO.
12064
a
N
N
N
V
O
N
Z_
Q
�,
a
Lo
N
V
J p
N
o2
Q=
-J.01,
F
._
Fn
cnw
a�
CD
coo w
N (D
�Q
z�
O NO.
0x
IONS
CONCRETE
COLLAR
CLASS A3
TOP VIEW
COMPACTED SOIL
AROUND SIDES 241" MIN.
OF Box
tOPEN�
OUNDING ELECTRODE
OTTOM '68. •78. •8 AGGR.
PLACED UNDER ENTIRE BOTTOM OF BOX
A
JB -St, S2, S3
COVER DETAIL
m
A _ I
SECTION A -A
J -HOOK WIRE SUPK
6" BELOW TOP
STANDARD AMEN'
A
JB -St
13"
JB -S2
17"
JB -53
24"
7NDUIT ENTRANCE
NOTES: SECTION VIEW
'ISI
JUNCTION BOXES MAY BE STRAIGHT OR FLARED WALL IN DESIGN. MATERIALS SHALL
TWO RECESSED :W" S.S. HEX HEAD BOLTS ARE REQUIRED FOR EACH COVER.
CONFORM TO SECTION 238 OF THE ROAD & BRIDGE SPECIFICATIONS.
BELL ENDS SHALL BE INSTALLED ON THE ENDS OF PVC CONDUITS.
♦ A MINIMUM 2" DIAMETER CONDUIT ENTRANCE IS REQUIRED, UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
GROUNDING BUSHINGS SHALL BE INSTALLED ON THE ENDS OF MIETAL CONDUITS.
K
J -HOOK WIRE SUPPORTS SHALL SECURELY ATTACHED TO THE JUNCTION BOX
BELL ENDS AND BUSHINGS SHALL BE PLUGGED TO PREVENT M04STURE AND RODENT ENTRY.
WITH 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.
CONDUT ENTRANCES SHALL BE LOCATED AS SHOWN ON THE FLANS.
THE JUNCTION BOX MAY BE A TWO PIECE DESIGN WITH THE TOP SECTION NO
THE COVER SHALL HAVE A NON-SKID 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 1" WIDE. COVERS USED FOR JUNCTION BOXES INSTALLED WITHIN
BE COMPLETELY FILLED WITH AN APPROVED MATERIAL.
MUNICIPALITIES AND NOT MAINTAINED BY VDOT MALL NOT REOUJIRE THE VDOT REFERENCE.
ALL JUNCTION BOXES SHALL BE INSTALLED WITH A GROUNDING (ELECTRODE
SPECIFICATION
XV DOT
REFERENCE
JUNCTION BOX
ROAD AND BRIDGE STANDARDS
700
FOR NON -DELIBERATE TRAFFIC USE
REVISION DATESHEET
1 OF 1
238
6-15-09
1317.20
VIRGINIA DEPARTMENT OF TRANSPORTATION
JUNCTION BOXES, -TRANSFORMER PADS, PEDESTALS, ETC—
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
-�- 10' i 10' 1
-•. 5
10" 5 -
WATER SEWER
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 WATERT OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
I I I I T\ / I /'l I- A T I /1 N I (` r) r A r r K A I- A I T , A II nT I I r
BY I APP. I DATE
NTS
FIIG. W -I
TD- 1
971 1 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (304) 275-8301 # fax: (804) 275-8371
wwW.deItaairport.com
ECI-1
PRDPasED
PAVEMENT
/ w/
CL
L 0 mi
FINISHED GRADE
LOCATOR TAPE
I/
m %aY
M
y� 4
io
FINISHED GRADE
LOCATOR TAPE
91E
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
L3
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 ANO/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.
# BACKFILL MATERIAL BELOW THIS LEVEL SHALL BE SANDY
FILL (FREE OF ANY STONES, CINDERS, WOOD, ROOTS,
DEBRIS, ETC.)
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
p CONOUT LINE
8 x D D - WIDTH OF OFFSET
NONMETALLIC OR
METAL CONDUIT
METHOD OF OFFSETTING CONDUIT
EXISTING PAVEMENT AREA INSTALLATION
tvo)oT SPECIFIELECTRICAL CONDUIT AND CONDUCTOR CABLE REFERENCES
ROAD AND BRIDGE STANDARDS
SHEET 1 of 1 REVISION PATE UNDERGROUND INSTALLATION 700
1318.10 06-15-2009 VIRGINIA DEPARTMENT OF TRANSPORTATION
GOOD FOUNDATION MATERIAL RO(C KY FOUNDATION MATERIAL
INITIAL BACKFILI
BEDDING
8 Sf ON E
STABLE SOIL ROC K
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'l REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER - CUT CONDITION
a1rAIN INITIAL BACKFILL TI,/
UNSTABLE 8°
SOIL _ aPI MIN
1168 STONE
1
_--
---GRANULAR FILL AS
APPROVED BY ACSA f\
---STA�LE S�ILiOR ROC�E G STABLE SOIL OR ROC
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS L..ARGER THAN 6" IRI ANY DIMENSION SHAL.I... 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
TD - 2
_� DELTA AIRPORT
CONSULTANTS, INC.
NOI L-: I IYDRANI ^,A.:US II [3;:
} QUIPPED `A/ITH CHARL(OTTES-
V1LLE THREADS WHICH IS
dM FI1L LUCAL. SLUJDARD.. 1
1 � i
LENGTH OF BRANCH MARIE'
6' MIN
-0 i0'
7 CU. FT. I 8" VALVE BIO:
#68 SI0NE 1
+
36"MIN ', I % 6" GAFTE
° VALVE
°P/w I ter 1 8: X 6:
' J TE=
2500 P.S.I. CONCHL f
..........
a°
SASE .AND THRUST
I !
BLOCK AGAINST :5 0
UNDISTURBED SI -ABLE
SOIL.
STEEL PILE
314' THREADED RODS TO
VE;EPi THF SOIL. IS DISTURBED OR b^JHF rAAIN GI ALL IFISTALLATIOI^15.
4
H`(DRAIIT IS Lv_ATED IN A FILL AN H R
O
hCt.S �hiAc-L. c3E VANIZED
THE 'VALVE TO THE HYDRANT \,VITH Z 3/4" OR ASP: ALT COATED
THREADED RODS IN ADDITION iO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1.SURROUND WEEP HOLES 'WITH GRAVE_ AND KEEP FREE OF COPICRETE.
NAIAINTAIN A 3' MIN. COVER FROM. THE (MAIN TO THE FIRE HYDRANT
N_LUDING DITCHES >
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALV'= BOX.
H[ GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THF DITCH,
S. FIRE (HYDRANTS SHALL BE INSTALLED AT LOCATIONS bVHERE WEEP
I IDLES ARE ABOVE 11 -IE PPE_VAI! 1NIG GROi ND',A/A' ER ELEVATION. IF
REQUIRED TO BE l WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
TD -7
j mPLL
M.
ESCHENFELDE
R y
LIC. O. 045144
��o�7/Z)5-/ ���,
�I/.SIONAL E�
SEE POL
SEE POLE DETAIL
HANDHOLE POLE
GROUND LUG
BASE COVER GROUNDING CONDUCTOR
ANCHOR BOLTS 2" CLEAR (MIN.)
AS REQUIRED
3/4" CHAMFER
ALL AROUND
30"
GRADE -
2" PVC CONDUIT(S)
REINFORCING
AS REQUIRED
—
11SEE NOTE 2
UNDISTURBED SOIL OR
WELL COMPACTED
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.
_ l
1
I
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER (LOCATION MAY BE SUBJEC
j TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
I
o
3 ;
' = ADJUSTABLE. VALVE BOX VV/ LID
i
z
it
M.J, GATE VALVE
1 i
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l l
+ t
k I f
2500 P.S.I.
CONCRETE 2'>; 2' BEARINGAREA.
THRUST BLOC ,T \
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 AIP NO.
NON-AIP (LOCAL ONLY)
DRAWN BY:
UTILITY DETAILS MJH
DESIGNED BY:
SEW/WME
__
CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE.
NONE JULY 2014
JOB NO.
12064
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9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (8104) 275-8301 # fax: (804) 275-8371
www.deItaairport.com
BASELINE "ENTRANCE CL"
DELTA AIRPORT
CONSULTANTS, INC.
•1•
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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
*600.99*
TEST HOLE 3
EX GROUND: 605.83
12" WATER LINE: 601.83
42" M
TEST HOLE 2
E GROUND: 606148
12" WATER LINE: 600i88
TEST HOLE 1
EX GROUND: 608.51
EXCAVA ED TO 8',
NO UTILITIES S FOUND
BTM HOLE: 600.51
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9711 Farrar Court, Suite 100
Richmond, Virginia 23236
phone: (8104) 275-8301 # fax: (804) 275-8371
www.deItaairport.com
BASELINE "ENTRANCE CL"
DELTA AIRPORT
CONSULTANTS, INC.
•1•
603
•11
597
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
*600.99*
TEST HOLE 3
EX GROUND: 605.83
12" WATER LINE: 601.83
42" M
TEST HOLE 2
E GROUND: 606148
12" WATER LINE: 600i88
TEST HOLE 1
EX GROUND: 608.51
EXCAVA ED TO 8',
NO UTILITIES S FOUND
BTM HOLE: 600.51
•1•
a0101111111
603 1
•11
597
RWSA 12" WATERLINE PROFILE
'INDICATES COMPUTED ELEVATION. NO
TEST HOLE EXCAVATED AT THIS POINT*
NOTE:
1. PRIOR TO BEGINNING GRADING OPEIRATIONS, 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 C)F 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 ROUND 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 PROCEEDI. 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.
�NLTx 0��SURFACE PARKING EXPANSION AI JOB
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
WILLIAM M. DRAINAGE & WATERLINE & MJH
ESCHENFELDER y 25
LIC. NO. 045144 CENTERLINE PROFILES DESIGNED BY: OF
/A SEWMME
sSI SCALE- DATE:
oNAL CHARLOTTESVILLE-ALBEMARLE AIRPORT HORIZ: l" = 30' 27
VERT: P = 3' JULY 2014
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RWSA 12" WATERLINE PROFILE
'INDICATES COMPUTED ELEVATION. NO
TEST HOLE EXCAVATED AT THIS POINT*
NOTE:
1. PRIOR TO BEGINNING GRADING OPEIRATIONS, 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 C)F 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 ROUND 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 PROCEEDI. 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.
�NLTx 0��SURFACE PARKING EXPANSION AI JOB
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
WILLIAM M. DRAINAGE & WATERLINE & MJH
ESCHENFELDER y 25
LIC. NO. 045144 CENTERLINE PROFILES DESIGNED BY: OF
/A SEWMME
sSI SCALE- DATE:
oNAL CHARLOTTESVILLE-ALBEMARLE AIRPORT HORIZ: l" = 30' 27
VERT: P = 3' JULY 2014
\ . \ • \ M F EDESTA IL. SEE DE ILS.
\\ I
X \ \
6 -HQ i i N� 1 GN #3.
P51
TING BED AN NEWI-F. N. WITH 90 -PL III ENiPL
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-\ o / J4 -RAG 4 -VP _ 4 -VP I f & � CNEDULE S 1
8 QS ° 18 CA I 8 ITOROW.NEW SI #l. 0 l�'11TS OF PROJECT DISTU�?BANCE.ARKING REA SIGN. E \ \ � \ SEE CIVIL PLANS. _ I' I I
_ DETAILS SCHEDUL
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_ -2 M4 TCH 1 NE l i
SHEET L-1 MATCH 1 E
,M ^ , \ REMAIN.- SEff C �L _ n — _
\ -_ \ I I I f
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+ SMALL UNDERSTORY TREE \ 3 NEW SIGN 2. P KING / I i
\ TYPICAL. SEE DETAIL ON L -4i'
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�- CANOPY TREE � 3 -LS �' 1 V�
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�
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AREAS HA' L BE PE[ MA EN TL Y
j 6 -A G �I j SEEDED SEE CIVIL P A SI
1 ' 1
\ S
DEM L
� EXITING
SH UBS IN THIS ISLAND
DECIDUOUS SHRUB / \ \. \ \ I I \
\ ALL NON -MULCHED, ISTURBED l I
------- EDGE OF M�JLCH/PLANTING BED 4- UNDERSTORY TREE \ AREAS SHALL BE RMANENTL Y \ ICP EX. WATERLINE J /�'P
SEEDED. SEE Cl PLANS. \ \� \ \'�—EASEMENT \ _ qI i /
GROUNDCOVER AREA
DEMOL PSH EXISTING
, / \ , �
PROPOSED PLANT KEY '
02 - PLANT KEY AND NOTES
SCALE: NTS
CIV/
,�N
ELE
TRIC
L r
2
DTA
DTA
7/3/14
TYPICAL.
AIRPORT REVIEW COMMENTS
DTA
DTA
7/22/14
EASEMENT
ENT
I
\
\
s
BY
APP.
DATE
I
1
\
%i
l
1 0 REMAI N
\ \ W H TREE PROTECT. / I 0 p /
DE OL�IS EXI TING
SHR BS I TH S ISLAND I \ FENCING.
�
J 8 RqI I I kL NON-MPLCHED, DIST RBE911)
AREAS HA' L BE PE[ MA EN TL Y
j 6 -A G �I j SEEDED SEE CIVIL P A SI
1 ' 1
\ S
DEM L
� EXITING
SH UBS IN THIS ISLAND
DECIDUOUS SHRUB / \ \. \ \ I I \
\ ALL NON -MULCHED, ISTURBED l I
------- EDGE OF M�JLCH/PLANTING BED 4- UNDERSTORY TREE \ AREAS SHALL BE RMANENTL Y \ ICP EX. WATERLINE J /�'P
SEEDED. SEE Cl PLANS. \ \� \ \'�—EASEMENT \ _ qI i /
GROUNDCOVER AREA
DEMOL PSH EXISTING
, / \ , �
PROPOSED PLANT KEY '
02 - PLANT KEY AND NOTES
SCALE: NTS
I
COUNTY COMMENTS REVISIONS
DTA
DTA
/2/14
2
COUNTY COMMENTS REVISIONS
DTA
DTA
7/3/14
3
AIRPORT REVIEW COMMENTS
DTA
DTA
7/22/14
EASEMENT
ENT
\
NO.
REVISIONS
BY
APP.
DATE
J
CT,
H UBS' IN T IS IS AND l
/Q /
/O ;
\ \ IST. 6" RED R�I
_ , l PLE TO R MAIN ' I I Tt '
\ \ \DE OLIS EXIS�IN I I PLANTING BED AND
S RUB IN IS I CAND EE_ PROTECTION MULCH DGE, TYPI A
�\ I
FENCING, TYP.
—4 -AR LI ITS OF PROJECTl '
/ // 74Ri/
\ 3 -PO \ 1 3 \ 1 EXIS 6" R 2 -CC 'ED MAPLE / % DISTURBANCE. ,SEE
16 -RAG ; \ \ ` I T ` E AIN WITH TREE 16-R G i C VIL PLANS/
\ I R�
*-CP
CTION FENCING. I %i
\� \ \ \ ° ON 2:1� SLIOPES h 15-VPvo
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SEE- CI-Vf PLANS DTL. - - 3
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\
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0 SEE CIVIL L
O / PANS FOR \ � \ ,\ .T \ r / i I / I I ' � ;, ✓ , ,
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\ I — �
!CXBIOFILTER NO. 1
I \, APPROX. LIMITS SEE CIVIL
I PLANS. BIOFI L TER
I I I AREA SHALL BE COVERE H
\ I 1 2 OF HARDWOOD B I ULCHI I H RBC \ T \OROUR�\
_ \
\ \ \ S E E�0 1 TE� #1 PLANT KE 0
\ � a \ ' I i , l l l
1
\ 1 OF PROJECT OFR P� ANTI\T E \ ! \\ / 1 �0, I 0\� / / /
\ \ j D URBANCE. SEE J i
I VIL PLANS. — — — - 1
1 '
l CAL
-SAC
01 - LANDSCAPE PLAN
SCALE: /" = 20'
ANHOLD ASSOCIATES RXI TA A IDD41DT
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDLA. COM 434-882-3420
N L
TANTS.
INC.
9711 Farrar Court, Suite 100 # Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371 # www.deltairport.com
�ALTH oo� SURFACE PARKING EXPANSION AIP NO. JOB NO.
G NON-AIP (LOCAL ONLY) 12064
7-22-14 DRAWN BY: SHEET
DAVID T. ANHOLD JF L
LANDSCAPE PLAN
DESIGNED BY: SOF
�'� CERTIFICATE No. c� DTA
000311
LANDSCAPE CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:
AS NOTED FEB. 18, 2014
EX.
SAN.
SEW.—
EW.EASE
I
EASEMENT
ENT
\
1
%i
H UBS' IN T IS IS AND l
/Q /
/O ;
\ \ IST. 6" RED R�I
_ , l PLE TO R MAIN ' I I Tt '
\ \ \DE OLIS EXIS�IN I I PLANTING BED AND
S RUB IN IS I CAND EE_ PROTECTION MULCH DGE, TYPI A
�\ I
FENCING, TYP.
—4 -AR LI ITS OF PROJECTl '
/ // 74Ri/
\ 3 -PO \ 1 3 \ 1 EXIS 6" R 2 -CC 'ED MAPLE / % DISTURBANCE. ,SEE
16 -RAG ; \ \ ` I T ` E AIN WITH TREE 16-R G i C VIL PLANS/
\ I R�
*-CP
CTION FENCING. I %i
\� \ \ \ ° ON 2:1� SLIOPES h 15-VPvo
\ T EE PROTECTION FENCING �- — — — i 1 -QP
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PROPO REEL I NE AFTER
\
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0 SEE CIVIL L
O / PANS FOR \ � \ ,\ .T \ r / i I / I I ' � ;, ✓ , ,
i _ OCATIO 3 SS OD
\ I — �
!CXBIOFILTER NO. 1
I \, APPROX. LIMITS SEE CIVIL
I PLANS. BIOFI L TER
I I I AREA SHALL BE COVERE H
\ I 1 2 OF HARDWOOD B I ULCHI I H RBC \ T \OROUR�\
_ \
\ \ \ S E E�0 1 TE� #1 PLANT KE 0
\ � a \ ' I i , l l l
1
\ 1 OF PROJECT OFR P� ANTI\T E \ ! \\ / 1 �0, I 0\� / / /
\ \ j D URBANCE. SEE J i
I VIL PLANS. — — — - 1
1 '
l CAL
-SAC
01 - LANDSCAPE PLAN
SCALE: /" = 20'
ANHOLD ASSOCIATES RXI TA A IDD41DT
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDLA. COM 434-882-3420
N L
TANTS.
INC.
9711 Farrar Court, Suite 100 # Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371 # www.deltairport.com
�ALTH oo� SURFACE PARKING EXPANSION AIP NO. JOB NO.
G NON-AIP (LOCAL ONLY) 12064
7-22-14 DRAWN BY: SHEET
DAVID T. ANHOLD JF L
LANDSCAPE PLAN
DESIGNED BY: SOF
�'� CERTIFICATE No. c� DTA
000311
LANDSCAPE CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE:
AS NOTED FEB. 18, 2014
CDC
, I
11�0,\,
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5 SAC _ I
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02 - B10FILTER NO. 2 LANDSCAPE PLAN (SEE CIVIL PLANS FOR LOCATION)
SCALE: 1" = 20'
PARKING
AREA PLANT MATERIALS
ROOT/
CANOPY CANOPY
SYMBOL SCIENTIFIC NAME
COMMON NAME
NO
SIZE
CONT
NOTES
EACH SQ. FT. TOTAL SQ. FT.
TREES
AG AMELANGHIER GRANDIFLORA' AUTUMN BRILLIANCE" AUTUMN BRILLIANCE SERVICEBERRY ,
17
6'-T IHGT
B&B
MULTI TRUNK
130 2210
ACERRUBRUM.........__.__. ...
RED MAPLE
_ 13
25 CAL _..
_B&B
CC CERCI§ CA AD
—_ REDBUD
25
6 7 HGT
3&8
124 3100
_
_ _._
CCA CARPINUS CAROLINIANA
T AMERICAN HORNBEAM ;-„_-
11
2.5” CAL.F+&B
„T^.
129 1419
„
JV JUNIPERUS VIRGINIANA
VIRGINIA CEDAR....
21 ......
7.8' HGT _
..._.... B&B
16 336
... ........
UNIPERUS VIRGINIANA 'CANAERTII"
J'�AMBAR
CANAERTII VIRGINIA CEDA
36
4 5 HGT
B&B
16 576
LS LIQUII ........ .....
LS STYRACIFLUA "ROTUNDILOBA
ROTUNDILOBA SWEETGUM
10
2 5' CAL.
B&B
206 2060
NS NYSSA SYLVATICA
BLACK GUM
_... 6
2.5"-3" CAL
B&B
123 738
Pb PC NUS OCCIDENTALIS
AM
_ TSYCORE ?
7
2 5' CAL
B&B
1253 8771
QS QUERCUS SHUMARDII
SHUMARD OAK
__ .....
8
2 2 5 __ CAL
B&B
_
329 2632
_... _. _. _
QP QUERCUS PHELLLOS
WILLOW OAK
_ 14 _.........
. 3.5 -4"' CAL
B&B
370 5180
SA SASSAFRAS ALBIDUM
___
SASSAFRAS
10
6'-7' HGT.
B&B
197 1970
_.
_.... ..................
34,153
SHRUBS & GROUNDCOVERS
AA ARONIAARBUTIFOLIA"BRILLANTISSIMA"
BRILLIANT CHOKEBERRY
8
4'-5' HGT
#5CONT
- -- -----
CA CLETHRA ALNIFOLIA "HUMMINGBIRD
HUMMINGBIRD SUMMERSWEET
55
„ _ 2'-3' HGT
#o CONT
n
„
CP GERASTOSTIGMA PLUMBAGINOIDES
LEADWORT
843
IUA
CLIA RT
SPACE 18 O.C.
...
HQ HYDRANGEA QUERCIFOLIA ALICE"
ALICE OAKLEAF HYDRANGEA
39
3-4' HGT
# CONT
IV ITEA VIRGINIANA 'HENRY'S GARNET'
HENRY'S GARNET SWEETSPIRE79
2
2'-3'HGT
�..
#3ONT
PL PRUNUS LAUROCERASUS' SCHIPKAENSO'
SCHIP LAUREL
172
3 4 HGT
Bats
PPLO PRUNUS LAUROCERASUS 'OTTO LUYKEN'
OTTO LUYKEN LAUREL
39
—109
2-12. 5 HGT
B&B
ANICUM VIRGATUM SHENANDOAH
_
SHENANDOAH PANIC GRASS
NA
#3 CONT
RA RHUS AROMATICA
AROMATIC SUMAC
16
3 -4 HGT
B&B
RAG RHUS AROMATICA GRO-LOW'
GRO LOW AROMATIC SUMAC
136
18"-244" HGT
#3 CONT
VP VIBURNUM PRAGENSE
PRAGUE VIBURNUM j
57
4'-5' HGT
R&B
BIOFILTER NO. 1 PLANT MATERIALS
—
TREES AND SHRUBS
AS ALNUS SERRULATA
SMOOTH ALDER
6
3 -4 HGT
#5 CONT
SPACE AS SHOWN
-
_ --- _
CS CORNUS SERICEA' BAILEYI' ,,
BAILEY'S RED TWIG DOGWOOD
6
3-4 HGT
#3 CONT
SPACE AS SHOWN
_
SAC SAMBUCUS CANADENSIS
...
COMMON ELDERBERRY
3
3 4' HGT
#5 CONT
SPACE AS SHOWN
_..__ ........ .
SS SALIX SERICEA
SILKY WILLOW
3
2'-3' HGT
#3 CONT
SPACE AS SHOWN
......... . ......... ........ ..
HERBACEOUS PLANTS: GRASSES AND FORBS
........
_
Al ASCLEPIAS INCARNATA
SWAMP MILKWEED
15
"A
#1 CONT
SPACE 24 07
EF EUTROCHIUM FISTULOSUM
..
HD HELIOPSIS HELIANTHOIDES
OXEYE SUNFLOWER
10
NJA
#1 CONT
SPACE 30 O.C,
SCCSCIRPUS CYPERINUS
WOOL GRASS .. .... ....__.....
50
......... NJA
#1 CONT
SPACE 24 O.C.
......
.._....... . ...........
SRSOLIDAGO RUGOSA
ROUGH STEMMED GOLDENROD
15
NJA
#1 CONT
SPACE 24 O.C.
......
VN i VERNONIA NOVEBURACENSIS
NEW YORK IRON WEED
15
i NJA
#1 CONT
; SPACE 24" O.C.
-- -
BIOFILTER NO. 2 PLANT MATERIALS
TREES AND SHRUBS
I
AS ALNUS SERRULATA
SMOOTH ALDER
13
3 -4" HGT
.#5 CONT
SPACE AS SHOWN
CO CEPHALANTHUS OCCIDENTALIS„
BUTT'ONBUSH
10
3 4' HGT
#3 CONT
: SPACE AS SHOWN
..
......
CS CORNUS SERICEA BAILEYI'
BAILEY'S RED TWIG DOGWOOD
12
T4" HGT
#3 CONT
, SPACE AS SHOWN
.......
......... ........... .. ...
PO PLATANUS OCCIDENTALIS
.. ..
SYCAMORE
3
15'-2" CAL.
B&B
QB QUERCUS BICOLOR
SWAMP WHITE OAK
3
1 Y-2" CAL
B&B
SAC SAMBUCUS CANADENSIS—
COMMON ELDERBERRY
18
3 4" HGT
#5 CONT
: SPACE AS SHOWN
_
--
SN SALIX NIGRA
BLACKWILLOW \
6
3 -4 HGT
#5 CONT
SPACE AS SHOWN
TD TAXODIUM DISTICHUM i
BALD CYPRESS
51.5"-2?"
CAL.
B&B
-
70
..........
................................
...... .......................................................................................................
HERBACEOUS PLANTS: GRASSES AND FORBS
Al ASCLEPWS INCARNATASWAMP
MILKWEED
40
_ NIA
#1 CONT
SPACE 24" O.C.
EF EUTROCHIUM FISTULOSUM
HOLLOW JOE PYE WEED
25
MIA
#1 CONT
SPACE 30 O.C.
HD HELIOPSIS HELIANTHOIDES
OXEYE SUNFLOWER
.------- ...
�._._. 25
MIA
#1 CONT
SPACE 30 O.C.
......
_....
MF MONARDA FISTULOSA
-. --
WILD BERGAMOT
30
NIA
#1 CONT
SPACE 24 O.C.
... .
PVPANICUM VIRGA UM
SWITCH GRASS
95
MIA
#1 CONT
SPACE 24' O.C.
............. .
_.
SCC SCIRPUS CYPERINUS
WOOL GRASS
60
MA
#1 CONT111
SPACE 24 O.C.
SIR SOLIDAGO RUGOSA
ROUGH STEMMED GOLDENROD
40
MA
#1 CONT
: SPACE 24" O.C.
VN VERNONIA NOVEBURACENSIS
NEW YORK IRON WEED
40
MIA
#1 CONT
SPACE 24" O.C.
_..
LANDSCAPE CALCULATIONS & NOTES: ..................
'l) STREET TREES I
_. _..
._ ....
IN THE EVENT OF A4 PLANT QUANTITY DISCREPENCY
-
TREES REQUIRED = PROJECT FRONTAGE / 35' = 550' / 35' 16 TREES
BETWEEN THE SCfHEDULE AND THE PLANS, THE
TREES PROVIDED = 16 TREES
CONTRACTOR SHANLL FOLLOWTHE PLANS.
(2) PARKING AREA TREES
...
INTERIOR TREES REQUIRED (TOTAL PARKING SPACES / 10) = 347 SPACES
/ 10 - 35 TREES
....
INTERIOR TREES PROVIDED = 41
j3) PARKING AREA LANDSCAPING .... ........
_
LANDSCAPE AREA REQUIRED = 117,037 SQ. FT. PAVEMENT 5% 5 852
......... ......
SQ FT .......
...
....................................
..
LANDSCAPE AREA PROVIDED - 8 915 SQ FT
-
. _... ....
.. ,
......;,. ..........
4) TREE CANOPY
.....
SITECANOPYREQUI
_ RED = 176 244 SSQQ. FT. X 10% 17,624 SQ. FT.
SITE CANOPY PROVIDED = 34,153 SQ FT (NEW TREES ONLY)
..
5) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT THE: TOPPING OF TREES
..
....... ......... .....
IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLYAND ONLYTO SUPPORTTHE OVERALL HEALTH OF THE PLAINT
......
.....
16) BIO RETENTION 146k EN TREES AND SHRUBS SHALL BE INTERSPERSED EQUALLY WITHIN EACH FACILITY IN
GROUPS EBY THE
CONTRACTOR.
ITHE CONTRACTOR SHALL STAKE THE FINAL LOCATION OF EACH PLANT IN THE BIO -RETENTION AREA FOR APPROVAL BY THE AFRCHITECT.
03 - LANDSCAPE MATERIALS SCHEDULE
SCALE: NTS
1
COUNTY COMMENTS REVISIONS
I DTA
I DTA
k12114
2 1 COUNTY COMMENTS REVISIONS I DTA I DTA 17/3/14
3 1 AIRPORT REVIEW REVISIONS
NO. I REVISIONS
DTA I DTA 17/22/14
-0 v
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDILA. COM 434-882-3420
Ul - LANUS5CAI'L PLAN
SCALE: /" = 20'
DELTA AIRPORT
CONSUL
AN ITS. INC.
9711 Farrar Court, Suite 100 + Richmond, Virginia 23236
phone: (804) 275-8301 # fax: (804) 275-8371 # www.deltairport.com
A
7-22-14
DAVID T. ANHOLD
CERTIFICATE No. cF
�r 000311 r.`�
LANDSCApE
SURFACE PARKING EXPANSION
LANDSCAPE PLAN
CHARLOTTESVILLE-ALBEMARLE AIRPORT
AIP NO. JOB NO.
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
JF L-2
DESIGNED BY: 'OF
DTA
SCALE:I DATE:
AS NOTED FEB. 18, 2014
EQUAL
I
6'-4"
EQUAL
I
I
I
I
EQUAL j
PLATE
I� PLATE
6'-0" '
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
�2„
I
I
I
I I I
PLAN: MASONRY BASE
SCALE: 3/4" = I'=0"
BITUMINOUS DAMPPROOFING
APPLIED TO CONCRETE
(TYPICAL ALL FACES)
CONTINUOUS III STAINLESS
STEEL DOVETAIL SLOTS
@ 16" O.C.
I'I ALUMINUM ACCESS PANEL
2' 4— 2' ——� FINISH TO MATCH SIGN CABINET
ATTACH W/ RECESSED,#6
STAINLESS SCREWS, PHILLIPS HEAD.
ALUMINUM AP -ESS PANEL
6"
3"
T-8"
2" SQUARE STOCK ALUMINUM
FULLY WELDED BOX FRAME
W/ DIAGONAL CROSS BRACING
2" THICK PRE -CAST SANDSTONE
MATCH EX. SIGN TYPE & COLOR
PLAN: ALUMINUM SIGN
SCALE: 3/4•• = I'=0.'
PLATE
ANCHOR BOLTS
5' -10"
-------------------------------------------------------- I ------------------ IjkTOP OF SIGN
ELEV. +9'-5"
------------------------
COUNTY COMMENT REVISIONS
18#/CU. FT. HIGH DENSITY POLYURETHANE W/
----------- ----------
\ '
5/2/14
CONVERSION VARNISH FINISH. ADHERE W/
AIRPORT REVIEW REVISIONS
DTA
EPDXY ADHESIVE AND INTERIOR FASTENERS.
7/22/14
COLOR TO MATCH EX. SIGNS 2" SQUARE STOCK ALUMINUM
FULLY WELDED BOX FRAME
REMOVABLE MESSAGEE 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
SHEETS WITH STRUCTURAL BRACING AS REQUIRED REMOVABLE MESSAGE PANELS SHALL BE .080
REVISIONS
FOR FACES TO BE FLAT AND FREE OF DISTORTION. ALUMINUM. PAINT TO MATCH SIGN SKIN.
APP.
DATE
BACKGROUND COLOR TO BE SHOP PAINTED WITH ACID ATTACH TO FRAME WITH #6 STAINLESS STEEL
ETCHED PRIMER AND ACRYLIC POLYURETHANE. COLOR SCREWS PAINTED TO MATCH SIGN COLOR. ALL
TO MATCH EXISTING SIGNS. SKIN ADHERED TO EDGES SHALL BE FLUSH. PROVIDE MESSAGE
ALUMINUM FRAME BY LORD ACRYLIC ADHESIVE 406/19. PANELS AS SHOWN ON SIGN SCHEDULE
I
I
---------1------
-
6-
6'
FRONT
FRONT ELEVATION
SCALE: 3/4" = 1'=011
DRAWING.
2" SQUARE STOCK ALUMINUM
FULLY WELDED BOX FRAME
LIGHT
-
2" THICK PRE—CAST SANDSTONE BASE
COLOR TO MATCH EX. SIGNS. TYP. LIGHTING NOTES
STANCHION -MOUNTED LIGHT
FIXTURE -SEE ELECTRICAL.
CENTER ON SIGN
FIELD LAID BRICK VENEER
COLOR TO MATCH BRICK ON
EXISTING SIGPNS.
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 DRAWIIWGS 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 ILINE JOINTS SHALL BE
.080 WIDE. FRONT SEAMS SHALL CONTINUE AROUND ENDS.
5) ISOLATE METALS FROM MASONRY BY PLASTIC LAYER.
1
COUNTY COMMENT REVISIONS
DTA
DTA
5/2/14
I
AIRPORT REVIEW REVISIONS
DTA
DTA
7/22/14
NO.
REVISIONS
BY
APP.
DATE
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TURNPIKE
GREENVNOOD, VIRGINIA 22943
ANHOLDILA. COM 434-882-3420
5'
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
PROVIDE 2" SQ. STOCK CROSS BRACING
ON BACK OF FRAME AS NECESSARY TO KEEP
SKIN FLAT AND FREE OF DISTORTION.
ALUMINUM ACCESS PANEL
FINISH TO MATCH SIGN CABINET
ATTACH W/ RECESSED S/S FASTENERS
PAINTED TO MATCH PANELS
TOP OF BASE
ELEV. +2'-10 3/8"
-------------F— --
--- ji�TOP OF BRICK
CONTINUOUS I" STAINLESS ELEV. +2'-8"
77- STEEL DOVETAIL SLOTS @
° 16" O.C. MAX.
STAINLESS STEEL DOVETAIL SLOT WALL TIE
@ 16" O.C. VERT. AND HORIZ.
CONTINUOUS TERMINATION
BAR FOR FLASHING
a CONCRETE CORE. 3200 PSI
777
I'
- J— --------- GRADE
a " aELEV. 0'-0" --
TYP. RE -BAR NOTES
d °d
° #5 AT 12" O.C. VERT. EACH FACE
PROVIDE STD HOOKS AT FOOTING END
as I'
#4 AT 12" O.C. HORIZ. EACH FACE
'TOP OF FOOTER
d d-------------ELEV. -2'-0" ---
I d ° a #4 AT 18" O.C. TOP AND BOTTOM
• I d °
° d (4) #5 CONT
a °
4'
SECTION
SCALE: 3/4" = 1'=0"
DELTA AIRPORT
CONSULTANTS,
INC.
9711 Farrar Court, Suite 100 Richmond, Virginia 23236
phone: (804) 275-8301 fax: (804) 275-8371 www.deltairport.com
HOLES FOR
13..
4
2" SQ. STOCK
FULLY WELDED)
BOX FRAMEFRAME
SHIM AS REQUIRED)
SEALANT ANDS
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: IIII = 11=011
35.
8
.91
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
2'
n
35,E
8
ENLARGED SECTION
SCALE: Viz" _ 1'-0..
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
�ALTH 0� SURFACE PARKING EXPANSION AIP NO. JOB NO.
NON-AIP (LOCAL ONLY) 12064
°
//4' DRAWN BY: SHEET
DAVID T. ANHOLD JF
SIGN DETAILS L-3
y - - a
�'120�---=----- &. DESIGNED BY: OF
CERTIFICATE No. c, DTA
000311 l���`_
�o �$1 SCALE: DATE:
LANDS�AYE CHARLOTTESVILLE-ALBEMARLE AIRPORT
AS NOTED FEB. 18, 2014
6'-4"
I
I
PROVIDE 2" SQ. STOCK CROSS BRACING
ON BACK OF FRAME AS NECESSARY TO KEEP
SKIN FLAT AND FREE OF DISTORTION.
ALUMINUM ACCESS PANEL
FINISH TO MATCH SIGN CABINET
ATTACH W/ RECESSED S/S FASTENERS
PAINTED TO MATCH PANELS
TOP OF BASE
ELEV. +2'-10 3/8"
-------------F— --
--- ji�TOP OF BRICK
CONTINUOUS I" STAINLESS ELEV. +2'-8"
77- STEEL DOVETAIL SLOTS @
° 16" O.C. MAX.
STAINLESS STEEL DOVETAIL SLOT WALL TIE
@ 16" O.C. VERT. AND HORIZ.
CONTINUOUS TERMINATION
BAR FOR FLASHING
a CONCRETE CORE. 3200 PSI
777
I'
- J— --------- GRADE
a " aELEV. 0'-0" --
TYP. RE -BAR NOTES
d °d
° #5 AT 12" O.C. VERT. EACH FACE
PROVIDE STD HOOKS AT FOOTING END
as I'
#4 AT 12" O.C. HORIZ. EACH FACE
'TOP OF FOOTER
d d-------------ELEV. -2'-0" ---
I d ° a #4 AT 18" O.C. TOP AND BOTTOM
• I d °
° d (4) #5 CONT
a °
4'
SECTION
SCALE: 3/4" = 1'=0"
DELTA AIRPORT
CONSULTANTS,
INC.
9711 Farrar Court, Suite 100 Richmond, Virginia 23236
phone: (804) 275-8301 fax: (804) 275-8371 www.deltairport.com
HOLES FOR
13..
4
2" SQ. STOCK
FULLY WELDED)
BOX FRAMEFRAME
SHIM AS REQUIRED)
SEALANT ANDS
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: IIII = 11=011
35.
8
.91
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
2'
n
35,E
8
ENLARGED SECTION
SCALE: Viz" _ 1'-0..
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
�ALTH 0� SURFACE PARKING EXPANSION AIP NO. JOB NO.
NON-AIP (LOCAL ONLY) 12064
°
//4' DRAWN BY: SHEET
DAVID T. ANHOLD JF
SIGN DETAILS L-3
y - - a
�'120�---=----- &. DESIGNED BY: OF
CERTIFICATE No. c, DTA
000311 l���`_
�o �$1 SCALE: DATE:
LANDS�AYE CHARLOTTESVILLE-ALBEMARLE AIRPORT
AS NOTED FEB. 18, 2014
I
COUNTY COMMENTS REVISIONS
DTA
DTA
1512114
2
COUNTY COMMENTS REVISIONS
DTA
DTA
7/3/14
3
AIRPORT REVIEW REVISIONS
DTA
DTA
7/22/14
NO. I REVISIONS I BY I APP. IDA TE
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U -t IiVAC I range dHn3 9 corlhol si*Ntionand nw ft th #2 drill P$4wa
Pro lrWrWttt� tt( ! Br&tkvr •Walwwket,rr efmflter*d'i Sl ttiern e
il{ItiCB: at fteS are all a lable
+ (rOB 4S htgit lX�t1a5) Eftttf �lQ 88Sy mel?tt t{X!!th e A...�
rawswithindivid It
a ticatien
St> itr r rgtwd tot 16 ype p; ill; IV and s
V distr�tltirdnS �TUtpetrsoset �'tRtwd�' pts
. CCT, 5100K ft*a 300K 4200K Wsh applied at nowlat 25 mll thkkm
kr11@'itSer#tyAiit�LEDioats
Wari�ily?; ,
• CRL 76 Frwe yessr; limited warranly, (tor we ln_
MR€iw vwGhtln./,�awav th.�tir+ gill; ntu coni
EIeCb'iCr3E ti�� t
. aWut wltage 120-277 VAC;
+ IISt iiz ULt598 arul/t C222k25tt,€}- i� `�.� "'
•
in atstrVr tt k %kirmar%r 347V 24 for Wal location
« Made%. meet 9es cmc
•Amami pig ° G 4Ti e tit C3 quali t , ocinsuit
�� Ydeirs+ie trlF ntttrts: dtf;#a11S. i r =• ,i3
+fwtortratiC #te'mw Ott-inw sot IiGln'rawavuv rtesianiiiktlsorWtlPl
• Drivf I'a" 9ro?i 1IM90%pow s VAap4Med • its
taGa1P mid f.ifl�i i ti�ss TiiD
ralzrFr Taws wa6 a g E rr t; F a
c us 8 c�, 37t{pfq 5Fa2ptta r-'t'Ik r$81B?5 �arm ;ib 7:15mm
A.
0,RLiSM 111FOWATION SEE NW PAGE
SFraapkli t 9ftti 19.701 PAAMMUM SMeaa • fseenvilk, SG 29W7
eS7C.AD baKcwSC ettosts as Eflp aur praducbt; Ak�k. kt'stx''�ifi�� ¢rc'sum,
Etl94 9'NRr Lr91iW6, Ap dead • Fm MkC t�#+�tiur ver UriB�.■aiy
GENERAL LIGHTING NOTES:
1. ALL FIXTURE AND POLE COLORS SHALL BE DARK BRONZE.
05 — SITE LIGHTING DETAILS
NTS
Cfiiartrs€t~svi tie Airport Perking
�tfsa. R�1iER�tPFEFL`14
15PRULM1NE3
iiAt?Iit�I'ttiG4GEl`Si
Rrceff)s
0
U6 - 51bN LIUM I IN& UL 1 AILS
NTS
ANHOL D ASSOCIATES
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDL,A. COM 434-882-3420
CIMARROI
LED'
ARI=A LEDType
App -ah
ob
�b
DECORATIVE FLOOD
lidended UM
testa Wieac
Mrs ct iiw,9 LED W vft 8 vwi* of NEVA
• Tri fiwat Yi' x 14 NPS Ifireeded.
&tnlu omlitlWng wiftn=suchass&aiyt
adjusfak)4MucWemou stl
sewrity, azerk Dag P*, .iauade,area, pt
. Eaav rnemienance ame$s to oectricA
*as; 0Gr:+aftWI;1 eratwe of -35C to 4010
its with remmrat d d screws ore`
haGi r� f�ure itars
Cwrsauetir�r
tAww oewst alurliniur I r g with.
Po? (WG( t WK0
•E&giyrrn�tf5�hi6zedauYncafferCerrs-
.t,�ULtS'a8�usetnwelieattiae�
p oteds LFAs and alkYn 3 hx r>g and
tep is renq. t
. ULC UwMW (42QQK a rd 5j A(—iets_uvy)
• Ikn(W fims* Wiates LED ittcdtA from drive;
Coos,dt SLC wehsile kir rrwre deiak,
0M)dffwwv pt:xRic€ lik am pOwnwe
• vism and val" ins anal
Warranty
5yu3r �eil�i;varr�thl,.tcaitgaefr!imnalirxrc�d
LE:
=A&W119ad � r
* 10 NO wAwWLEDs r»wb2,285
rumens
StOpCGCTb7€,�t„4201&(Tp#�;3tXlQM t�} t
dpU,�YEteo��cat
1iariety,of NEVAdistrihu -N Ox3l M #4x4);
FAA (5x4) 3M W tW) - for range at
ibl-2TIV�&n �,?Svu.l{40AA,,�
to 90 LPA:"`
Driverlt and Tk wwowit
D-10VdJmrrerIgddw
GENERAL SIGN LIGHTING NOTES:
I. FIXTURE BULB RATED AT 2,093 LUMENS.
2. ONE FIXTURE REQUIRED FOR PROPOSED SIGNS NO. ! 8, 3.
3. TWO FIXTURES REQUIRED FOR PROPOSED SIGN NO. 2.
�tfsa. R�1iER�tPFEFL`14
15PRULM1NE3
iiAt?Iit�I'ttiG4GEl`Si
Rrceff)s
0
U6 - 51bN LIUM I IN& UL 1 AILS
NTS
ANHOL D ASSOCIATES
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDL,A. COM 434-882-3420
CIMARROI
LED'
App -ah
ob
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 1/3 OF ROOTBALL
3" TALL WATERING
BERM
F7N/SHED GRADE
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 —
NTS
SET TRUNK PLUMB. SEE
PLANS FOR EXACT LAYOUT
AND SPACING.
TREE TIES, SEE SPE
THREE 2" SQ. OAK
SET 120 DEGREES
APART
FINISHED GRADE
APPLY 3" OF MULCH
PLANTING AND WAT
THOROUGHLY
4" COMPACTED EAR
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE
EXACT ROMTS, FLAP
PLANTING SOIL AME
REMOVE BURLAP &
FROM TOP 1/3 OF R(
BALL
UNDISTURBED SOIL
EE PLANTING DETAIL
DELTA AIRPORT
CONSULTANTS,
INC.
9711 Farrar Court, Suite 100 6 Richmond, Virginia 23236
phone: (804) 275-8301 * fax: (804) 275-83171 # www.deltairport.com
0
N
�LTH 7'
p Gil
7-22-14
a4_ 1jW
CERTIFICATE No. v
�f 000311``
�feh LANDSCOt A��+
SIGN CONSTRUCTION NOTES:
1. 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.
I'-42"
�Owitow Pat PdfTO
1'-2",, $8.00 Per Day ,
4'
io,
DA1LPATE APPLIES _
AFTER-PiRST 24+iQURS
_F'_
.-62"
4
0/ — SIGN SCH
SCALE: 11211=1'-0"
PROPOSED SIGN #1
4 IN. SMALL LETTERS AND
5" CAPITAL LETTERS.
0.5" X 52" SOLID LINE
3.25 IN. SMALL LETTERS AND
4" CAPITAL LETTERS & NOS.
DIRECTIONAL ARROW. TYPICAL
DIMENSIONS. CENTER ON PANEL
3 -SIGN MESSAGE PANELS
3" CAPITAL LETTERS.
CENTER ON MESSAGE PANEL
PROPOSED SIGN #2
IN. SMALL LETTERS AND
" CAPITAL LETTERS.
.5" X 52" SOLID LINE
-SIGN MESSAGE PANEL
RONT AND BACK
IRECTIONAL ARROW.
YPICAL DIMENSIONS.
OTE: TEXT & GRAPHICS
HALL BE INSTALLED ON
0TH FRONT & BACK
F THIS SIGN.
GROUND COVER AND/OR
PERENNIAL PLANTING BED. SEE
SPECIFICATIONS FOR BED
PREPARATION, PLANTING SOIL,
SOIL AMENDMENTS.
SLOPE PLANTING
BED FOR POST TI VE
DRAINAGE
PVMT
PROPOSED SIGN #3
\ LAYOUT VARIES, SEE PLAN
02 — GROUNDCOVER PLANTING DETAIL
NTS
SURFACE PARKING EXPANSION
LANDSCAPE, SIGN AND
LIGHTING DETAILS
-SIGN MESSAGE PANEL
IN. SMALL LETTERS AND
CAPITAL LETTERS.
5" X 52" SOLID LINE
SPACE PLANTS AS SPECIFIED IN
PLANT LIST OR AS SHOWN.
ADJUST SPACING AS NECESSARY
�— TO EVENLY FILL PLANTING BED
OR AREA.
MULCH 3" DEEP AFTER PLANTING
�- AND WATER THOROUGHL Y
FINISH GRADE
L_�4 — SUB GRADE
AIP NO. JOIB NO.
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
JF L_/_
DESIGNED BY: OF �-+
DTA
CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE:
AS NOTED FEB. 18, 2014
ICharkesville Amort Parking
CIMA RON
LED
arcwrtrinrauRa.
COUNTY COMMENTS REVISIONS
£onstucArrn:
• tlpsiorml fin[ remmrng 4q €Q•k'
+Stylrstl�taeleu�elratq,
Caouiaya."
(1� (�r-norm rat drs4ipadan,
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* 1 ED dr!�r81,n1�ut €
09t'�3A"1'1t1ehAUS1i>$
epver4PA�t .... R€Rf�n<'E,:
r 'C11 Gt4 o ?sir auto rte w"
#1pgr ai0owd*iww1nNnomNat
sing s!"Oraslemal maflalpwt
+ low rrla $ry wlgr Lc ri
a" 00miz K0 &v Ems•
4"*n €or irvd Armani eUtpia€
Mar'"
• to GlecxiraiMMM 100AN PR
staat�sl Wn0P0W1n
ron
*Onapie� Cids�GUlegatAettrrwres
+Surgoweakiin ti7K, 80iiSeavrave;
Weadte M4***Mde i.
gram ra,
vM7it f�9iPpBralrl pj
* 8aekllgtrt COMW IBC) 00W W71e for
roEnPA,aoesri€ctarrge
tame" MWn€dn . .
- 011% p%0t4(ojelg4Par N±t
Im1i
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TI
tr�a�a`aor�
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; 6 prgididiErg avAmum,d
11er1ilq
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ser es o1 Rtddoor 1 z1ax
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ssperes 1ae`saable
• t Oipe or 32 1D 11i9k
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flawing Wj ng tar vA
rallms wilt l0es
dally MAO, Type II, ; Nand
atY eppi[ar
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g� j
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t CGT 51 pat d rd, 341M K 42W and
WSW Vow at t�ni � C
Wo kj%*A1r4W LED ovilmv
wanstft
r�-
r
• v ����{{ay.ay'��M}�p RR vyr'Enh
` tage 12Y"4�VAC.
11�i:1ry
JN W l�
«ttl da 11L€5}arlcl tali G2L2ae25tI.Q•
• d *ptt X tr 347V
24 for vmt Walibm
•w " 4
sArr�x l C�t4UC
C)rW
DLA welitefw rave dew .
Autamatk twial self-proteictim
..
+ [VLYSjrB, tE1; p7 M1-pGYAlX
-IDA approve(l'. :• M_
61 frglitgS
f
ORDERMOFOHAUTION SEE NE;Ct ME
pus amour snrakaaaietfa€rs>f1'
30 ab
157
SSW 0 I
GENERAL LIGHTING NOTE'=S:
1. 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 bESIDENTIAL 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 SHILL 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
DTA
DTA
5/2/14
2
COUNTY COMMENTS REVISIONS
DTA
DTA
7/3/14
NO.
REVISIONS I
BY JAPP.
JDATE1
, l)(_ ILC: 1 = JU
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VIRGINIA 22943
ANHOLDLA. COM 434-882-3420
DELTA AIRPORT
CONSULTANTS.
INC.
9711 Farrar Court, Suite 100 * Richimond, Virginia 23236
phone: (804) 275-8301 4 fax: (804) 275-8371 # www.deltairport.com
N
5-2-14
DAVID T. ANHOLD
CERTIFICATE No.
000311
LANDSCAPE A
SURFACE PARKING EXPANSION
LIGHT & PHOTOMETRIC
PLAN
CHARLOTTESVILLE-ALBEMARLE AIRPORT
AIP NO. JOB NO.
NON-AIP (LOCAL ONLY) 12064
DRAWN BY: SHEET
�F L_5
DESIGNED BY: OF
DTA
SCALE:I DATE:
AS NOTED FEB. 18, 2014
,a ___s c— ® _ _s®� __ •c--�_�--
RUN WAY 3-21 (6,001'X150')
s —s c— sat • �—s __�- -
--
LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B
\ 94B
DESCRIPTION
\\ MATCHUNE THIS SHEET
-
EX.2
GRASS, GOOD CONDITION
3.74
23.07
3.08
6.22
(6%+) (CN: 81)
WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B
94C
WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
IPA
0 (2-6%) (CN: 61)
1.01
14.10
0.00
65
RESIDENTIAL AVG. LOT
SIZE: 1/3 ACRE(CN:72)
0.00
0.00
4.06
0.00
`
v
34.38
0.30
2.58
(CN: 98)
FOREST (CN: 55)
0.81
0..89
0.00
11.10
TOTAL ACREAGE = 14.34 1
72.44
1 7.44
22.61
WEIGHTEDCNVALUES=
83
78
68
62
-
♦
- \
>
GAC
- ate',
��--------------�'�
� L (
---
\
-
♦
if I
/\� \
,
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♦♦
1, \\\
T�A��.-� �''-----�
TW,A.....
I,
-�
—�— __
2-
rA�==— - �! i
�'�
INSET
\ T,J 1 _ - -. i
AREA NO. 1 �♦
tl
\�
AREA NO 2
4V* ,
ARFF FACILITY i � � /
.r T -HANGARS
j CONTROL TOWER \ IIII ill �1 $MITH-
pp IA AINTENANCETERMINAL BUILDING 1111111 Ill "— I WORRELL
N� LANDMARK ' HANGAR &... '� / J �_ ISI
AVIl111AT OFFICES L v i .. .. 1191111 1pl • 4 i '�' 1 1'11
IIj11ll fly ��
\ �1 T -HANGARS — ` "- ,. �T�ar—i , / \ s� / ®� 11 j1IIIl' . ....
I �\'
ACREAGE
„,V
h
LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B
\ 94B
DESCRIPTION
11
AREA NO.
2 1 EX.1
EX.2
GRASS, GOOD CONDITION
3.74
23.07
3.08
6.22
(6%+) (CN: 81)
WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B
94C
WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
GRASS, GOOD CONDITION
0 (2-6%) (CN: 61)
1.01
14.10
0.00
2.71
RESIDENTIAL AVG. LOT
SIZE: 1/3 ACRE(CN:72)
0.00
0.00
4.06
0.00
IMPERVIOUS, PAVEMENT
8.78
34.38
0.30
2.58
(CN: 98)
FOREST (CN: 55)
0.81
0..89
0.00
11.10
TOTAL ACREAGE = 14.34 1
72.44
1 7.44
22.61
WEIGHTEDCNVALUES=
83
78
68
62
-
( • ,1ry120 WAM jr
�i -�rri n'
1%/
-
P
P/ � � _ / / / -/ �I \ 1'11111111 l III / �►��``'1/', '', L, `; ,. t v _ A\ \.v - a A A v
V 1 v � �f r/ � • "�v -__.. 1/ I I'1 ij1111 11/ l � / ' . A V yVw v v_ � v; v v A V /
_ IIII A v �_ vvA\ vwA
--_-� llillUll IIII x v v1�1A v
BASIN #4 v r /a� ,I IIII�IIIIIIII'1111�11111'll'I \ A ,IA% - vv �� v
�v IIIL IIIIIIIIIIIIhI IIII A v
-
-_
/ !✓ / I11 Ill 1111 mi if) Ill IIIIIIIIIIIIIIIIIIIIIIII /Ij \\\\\\ �'`/ ��
c
VA,
OUK0
67D/CKFAk
a i e
10,
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g
DESIGN // ., '/ �,, ��•��`/ \\\✓•e>)'�TII .,.•`y +�./ ,wy,..f /,' '' s/ ' , O
POINT #1,-"
I \ I 1 • /�' �. BASIN i _
/
s
vT
rylY Z-
'op 0 it
•m� RO---��.�� �F-__.F �`,�; ;//s_-� LEGEND
I 1// /i/ Y �_ •` -�-.�. ! - - -___ UTE 606-DICKERSONRD
� i -�/i ///
--'/• POINT OF OUTFALL ANALYSIS
_ , IIV
� ' A ,r I ' � / /// —
\ //////l ✓ a — _ `�—%—� �` /jam
_..._ ._ — — — \ � OVERLAND FLOW
\\ �� (IIII I o l�" % / / /i / i /�/
EXTRA �aR-EA I SHALLOW CONCENTRATED FLOW
I/III I
1` R /, - =x. ✓ /// I I I , . D_ / — �� f/ // /%// Vii/ ///// %/ /% �:.: S �� \ \ .\ \ / �—� CHANNELIZED FLOW
DESIGN
a / SOON ff. no
• / ¢ I \ \ "_ - - � DRAINAGE AREA BOUNDARY
r \ \\ -
_ 1 =.l dAWI ¢dlll✓/ __///////// / /// I )//// ,'_ POINT#2/ `\ — IIY' SOIL TYPE BOUNDARY
SOIL TYPE
// / 11 \ :,/ / /` • ✓ /// j �,
L � ,-_-.�/��// /ii/�✓ / / / � �; .,...>� /I 1 / 100 0 100 200
SCALE. 1"-100' FEET
r, P \I 1 1 I\ / •/ q ��VAvA yr I �///i/� r// l /. �111111111',
1 �
�, / ►
sd 't � �
„,V
h
LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B
\ 94B
EXTRA AREA 2
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
I
UDORTHENTS, LOAMY
94B
WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B
94C
WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
HYDROLOGIIC SOIL GROUP
DESCRIPTION
47C
LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B
47D
LOUISBURG SANDY LOAM, 15 70 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 AIREA MAP
CHARLOTTESVILLE-ALBEMARLE AIRPORT
CHARLOTTESVILLE, VIRGINIA
DELTA AIRPORT EXHIBIT
CONSULTANTS, INC.
w.delfoal,port.com 1
DRAWN BY: MIH I SCALE: 1" = 100'
x \_ 1 \ _ — /j I \ / ' • MATCHLINE TO INSET THIS SHEET \ \ \ ` \
\ \ \ CHECKED BY: WME I DATE: FEBRUARY 2014
RUNWAY 3-21(6,001'X150')
� ® r s s !lr — — — M M
1
MATCHLINE THIS SHEET
_\ --- \
%
_ _ TW "A:
_ -- --- ==- �--- ---- - �� _ ffA - -
AREA NO. 1 ♦ --- --,
\ AF ♦, AREA NO. 2- \\------
----------
--
vv\ ----------
Q� r ` I
p
�FACILITY 1
T -HANGARS C,ONTROL TOWER
l r IJ QII= �
SMITH -
MAINTENANCE TERMINAL BUILDING I WORREL /
LANDMARK I'll
HANGAR , ILII1411 )- 1 11,,
, AVIATION OFFICES I• - _: �. ; - -:. , - y; ,. /% �_ .. �i �\I � � II����: / �•� "'I��
I
\ T -HANGARS
INSET
ACREAGE
\ \ \.+ / �
�° �, / .
I . L.I _ \\ ---./
- .y.;. ,. , , --_
♦ (IIII III I/
► �il�lll(Il�ulll
DESCRIPTION 1
AREA NO.
2 EX.1
I EX.2
GRASS GOOD CONDITION 3.93
23.72
3.08
6.22
(6%+) (CN: 61)
!
94B
GRASS, GOOD CONDITION
94C
I WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
\\\
(2b%) (CN: 61) 0.17
12.70
0.00
2.71
RESIDENTIAL AVG. LOT
94C \\ \ I
SIZE: 1/3 ACRE (CN: 72) 0.00
0.00
4.06
0.00
IMPERVIOUS, PAVEMENT 8.96
35.79
0.30
2.58
(CN: 98)
FOREST (CN. 55) 0.61
0.89
0.00
j 11.10
TOTAL ACREAGE = 13.67
73.10
7.44
22.61
WEIGHTED CN VALUES = 85
79
68
62
NN'
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1 it lf/ /� - _._.-_- �,, .- -.-�_- - CKERSON RD --�;1 •r� ' I ,/ POINT OF OUTFALL ANALYSIS
^- ■'_.Y�•An-AWN .`�-�•�-�.�- 40,
> OVERLAND FLOW
3 (\\ {
EXT R►�ARE�iA,. _... �:/ r--�J... SHALLOW CONCENTRATED FLOW
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/ 1 l =_ ;4 c /
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/ I DRAINAGE AREA BOUNDARY
\ ` �/ l IIII II111411/IIl Ilgllr J/i =.� �� %///�// 11// /// / POINT 1\ -\d- _\= -_� _ _ I SOIL TYPE BOUNDARY
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47D
LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B
94B \\ \*, L '
EXTRA AREA 2
65B
PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B
65C
LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B
!
94B
\
94C
I WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
\\\
94C \\ \ I
HYDROLOGIC SOIL GROUP
DESCRIPTION
47C
LOUISBURG SANDY LOAM, T TO 15% SLOPES, GROUP 8
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 15% SLOPES, GROUP B
PROPOSED DRAINAGE AREA MAP
CHARLOTTESVILLE-ALBEMARLE AIRPORT
CHARLOTTESVILLE, VIRGINIA
DELTA AIRPORT EXHIBIT
CONSULTANTS, INC 2
ww.de ltaairport.com
DRAWN BY: MJHSCALE: 1" = 100'
�x \\ ) \ I '\\ �/ / I \� \� \� \� �'_ /• MATCHLINE TO INSET THIS SHEET _..I \ \\ \\ \\ \\ CHECKED BY: WME I DATE: FEBRUARY 2014
--- ----- - _'
RUNWAY 3-21 16,M'-X4W)_ - - - -
---------= -------------- -=--------------- _�_ = ----------------------- - = - - - - -------- - -- 2
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---�---�- ' ----- _ --- -_.-
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ATED FLOW
T_________
pS..� 3. CHANNELIZED FLOW
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I \ _ _ _ - _ _ d6/ s // l l \\ DESCRIPTION AREA NO.
D101 D201 E301 E302 E304 E306 E307 E308 5400 D4o1 -E-4-02-FE-4-5-31-E454 SBF NBF
LAR FF FACILITY / • II ; GRASS, GOOD CONDITIONT-HANGARS \ \ NTROL TOWS % \ IIIIII III (CN 61)(C:03) 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
p MAINTENANCE 1 \ TERMINAL BUILDING \ I III
NB? LANDMARK \\ HANGAR& ;� \\ 1/ '.. l(I''\i{ 1 IIIIII
AVIATION \ \ OFFICES / \ 0 - y '\ IIIIIIIII a -- y�• � IMPERVIOUS, PAVEMENT 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
/ ` \� -
(\ 1 ° ' - o• �_ y \a -- - - 77
FOREST CN: 55 C: 0.2
T -HANGARS 1_ , •• ••• ;y _ / - ° / ( ) ( ) 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
TOTAL ACREAGE = 0.49 0.86 9.55 0.56 0.86 0.50 0.84 0.14 1.73 0.12 0.50 0.37 0.25 1.29 4.85
- 0.52 0.57 0.58 0.80 0.30 0.70 0.35 0.73 0.70 0.54
s '-s
0.90 0.74 0.90 0.87
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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
I WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B
-_ _\ \\l$Otia` � � • l � �� � _.._ .\ � _ � \� - < -- -=-- -- -- =- -----= ==--=---=�/j/I � �=s =�_� IIII I° `
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o ° 1 �// !, - X •� \ }�I 0.09 AC vrass for D101 _ . • RD
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5 a�\ llr - - _ ' _ t f - 1 -' X4.09 AC Impervious for 3400
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/ // lj\\\\\\ \\ \ I II \ \ \ \
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86
J I ❑/ / 1 1111 11 11111 \`I II 1 r ____= iiii i /%r��ii%�/l�
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o< , / // III / / X ° / r , / \\\\\ I 1 \\J, _
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EXHIBIT
IIII
DELTA AIRPORT
I1I CONSULTANTS, INC
w w.deltaairport.com 3
DRAWN BY: MIH SCALE: 1"=100'
CHECKED BY: WME I DATE: FEBRUARY 2014