HomeMy WebLinkAboutSDP200300073 Plan - Approved Minor Amendment 2007-09-12Location. Map
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DEPARTMENT OF PLANNING AND COMMUNITY' DE-VEL,OPMENT
DEPARTMENT OF ENGINEERING
DEPARTMENT OF ZONING
FIRE OFFICER
ALBEMARLE COUNTY SERVICE AUTHORITY
DEPARTMENT OF BUILDING CODE
VIRGINIA DEPARTMENT OF TRANSPORTATION
General Notes - _-
GENERAL
1. THE CONTRACTOR SHALL BE, RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
INSPECTIONS, BONDS AND OTHER APPROVAL 'RELATED ITEMS IN ACCORDANCE WITH LOCAL AND
STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXIiTING PUBLIC
RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID
CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
HEREAFTER ABBREVIATED VDOT).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM
TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION AND SEDIMENT 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. MAXIMUM
ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE
TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS
ON ALL SLOPES.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMIED NECESSARY
IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE PIPE, INSTALLED IN
CONFORMANCE WITH PIPE MANUFACTURER'S INSTRUCTIONS.
7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
8. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE
EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS,
AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS,
OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK,
9. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY
THE ENGINEER.
10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE
EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70 01).
11, THE CONTRACTOR SHALL .MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTINIG UTILITIES
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE
EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY
APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT
OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A
UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE
ENGINEER.
12, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND) COMPLETED
WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED
PRIOR TO THE START OF CONSTRUCTION,
13, THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED
WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE DOSS OF ANY
MATERIAL STORED AT THE SITE.
14. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE
BUILDING CONTRACTOR.
15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER".
Prepared
WSG Development Com
Beach,
400 Arthur Godfrey Road, Suite 506
Miami l
Based on Final • Development • ,.
Dated •january00
Revised 30 Nfa 2002
Approved 7002
16, ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS
NECESSARY AT NO COST TO THE OWNER.
17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT,
OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED.
18, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER,
19, AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE
AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR.
20, CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE
AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
21. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
22. TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING \N/ALL
PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
23. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR
RELOCATED.
24, THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE
CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE
LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP
TO A SINGLE BOX ON EACH BUILDING.
25, THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS,
THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER
MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS,
26. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY
BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE
DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS
SUBJECT TO THE APPROVAL OF THE ENGINEER.
SITE CONSTRUCTION
1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR
TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF
10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
ENGINEER.
2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED
AND BUILDING AREAS.
3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER
CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE
CONSTRUCTION SITE.
4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE
OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1 OR
APPROVED EQUAL, NOTIFY ENGINEER IN ALL CASES.
5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE
WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION,
6. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE
CONNECTING STORM DRAIN STRUCTURES, PIPE LENGTHS INCLUDE STANDARD VDOT END
SECTIONS WHERE APPLICABLE.
7. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLIET
BOX. EXCEPT FOR CURB DROP INLETS WHICH ARE TAKEN AT LOWEST POINT ON TOP FACE: OF
INLET.
8. ALL HVAC EQUIPMENT WILL BE LOCATED ON THE ROOF OF THE BUILDING.
9. A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE,
10. BUILDING CONSTRUCTION TYPE 3B UNPROTECTED.
11, PLUMBING FIXTURE INFORMATION: 3 TANK TOILETS, 3 SINKS, 3 JANITOR SINKS, 3 DRINKING
FOUNTAINS
SANITARY SEWER AND WATER MAIN CONSTRUCTION
1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE, THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
ON JANUARY 15, 1998.
4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM
THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A
MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE
AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA RECORDED SHALL BE IN ACCORDANCE
WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C,S.A. AS -BUILT PLAN CHECKLIST, LATEST
EDITION,
SURVEY AND TOPOGRAPHY
1. TOPOGRAPHIC, PHYSICAL AND BOUNDARY SURVEY PERFORMED BY MATTERN & CRAIG, INC.,
ROANOKE, VIRGINIA. ADDITIONAL TOPOGRAPHIC AND PHYSICAL SURVEY DATA INTERPOLATED
FROM. 5' CONTOUR INTERVAL TOPOGRAPHY PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY,
2. DATUM: ASSUMED
3. EIGHT (8) EXISTING PARKING SPACES ADJACENT TO RTE. 29 ARE IN A PARKING EASEMENT FOR THE
ADJACENT RESTAURANT ON TMP 61-120T AND ARE NOT PART OF THE PROVIDED PARKING FOR
THE SUBJECT PARCEL.
4. BENCH MARK: CHISELED SQUARE AT SOUTHEAST CORNER OF DROP INLET INDICATED.
ELEVATION = 1002.74 (ASSUMED)
1. ALL PAVEMENT MARKINGS AND ROAD SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" (MUTCD) STANDARDS, LATEST EDITION,
2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES AND MAINTAIN TRAFFIC FLOW AT ALL
TIMES WITH MUTCD STANDARDS.
3. CONTRACTOR SHALL CONDUCT CONSTRUCTION IN MANNER TO MINIMIZE DISRUPTION OF TRAFFIC
FLOW.
COVER SHEET AND NOTES 1
DEMOLITION PLAN 2
GRADING, UTILITIES & BMP PLAN 3
LAYOUT PLAN 4
604196GAPE AND 6IGIjTIPI6 Ri {FPF
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4EP 4P ---,.-
Legend
ITEM EXISTING PROPOSED
BENCH MARK
PROPERTY-RoW LINE
SETBACK LINE
CONTOUR
INDEX CONTOUR
BUILDING
FENCE
GUARD RAIL
PAVEMENT
TREE LINE
GAS LINE
WATER MAIN
WATER VALVE
STORM SEWER
SANITARY SEWER
INLET
MANHOLE
UTILITY POLE
TELEPHONE PEDESTAL
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OVERHEAD TELEPHONE
EASEMENT
SWALE/DITCH
RIP RAP
WATER METER
DUAL WATER METER
PEDESTRIAN PATH
DITCH MATTING
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Standards and Specifications
S
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S-
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE
SPECIFICATIONS, DATED 1994,
2. VIRGINIA DEPARTMENT OF TRANSPORTATION W.D.O.T.) ROAD AND BRIDGE
STANDARDS, DATED 2001.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL
AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, THIRD EDITION, 1992,
4. ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998.
5. ALBEMARLE COUNTY DEPT. OF ENGINEERING & PUBLIC WORKS, WATER
PROTECTION ORDINANCE INTERIM DESIGN MANUAL, UPDATED FEBRUARY 11, 1999.
Project Data.
GENERAL:
TAX MAP 61, PARCEL 1200
D.B. 800 P. 740
MAGISTERIAL DIST.
EXISTING ZONING:
PROPOSED ZONING:
PROPOSED USE
TOTAL SITE AREA:
SETBACKS:
RIO HILL
HC
HC
RETAIL SALES
0.86 ACRES
FRONT: 30' BUILDING; 10' PARKING
SIDE: NONE
REAR: NONE
GROSS BUILDING AREA: 9120 SF
RETAIL: 4620 SF (3696 SF NET)
FURNITURE (MATTRESS): 4500 SF (3600 SF NET)
MAX. NUMBER OF EMPLOYEES: 8
MAX. BUILDING HEIGHT: DOES NOT EXCEED 35' (1 STORY BLDG,)
PARKING REQUIRED:
RETAIL SALES: 36 (1 SPACE / 100 NET SF)
FURNITURE: 9 (1 SPACE / 400 NET SF)
TOTAL: 45 SPACES
PARKING PROVIDED: 45 SPACES
LOADING SPACES REQUIRED: 1
LOADING SPACES PROVIDED: 1
MAX. IMPERVIOUS COVER: 31800 SF
BUILDING: 9120 SF
PARKING, SIDEWALKS, TRAVELWAYS: 22680 SF
OPEN SPACE: 0.10 AC,
MISCELLANEOUS
1. STOREFRONT WINDOW TRIM COLORS AND RAILING SHALL BE BRONZE.
2. METAL ROOF COLOR SHALL BE LEAF GREEN.
3. ALL STOREFRONT WALL SIGNAGE SHALL HAVE WHITE LEXAN FACES AND PAINTED
LEAF GREEN METAL RETURNS. TRIM CAPS SHALL BE WHITE.
4. FOR FURTHER CLAIRFICATION REGARDING THE ABOVE NOTES AND OTHER
ARCHITECTURAL ISSUES/ELEMENTS SEE ARCHITECTURAL PLANS FOR DETAILS.
REVISIONS:
J 1.
i
AUG 2
I
24' ACCESS EASEMENTD.B. 636, PG. 507
D.B. 636, PG, 498 I
D.B. 786, PG. 639
MILL EXISTING ASPHALT PAVEMENT
TO PROVIDE SMOOTH TRANSITION -
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24' ACCESS EASEMENTD.B. 636, PG. 507
D.B. 636, PG, 498 I
D.B. 786, PG. 639
MILL EXISTING ASPHALT PAVEMENT
TO PROVIDE SMOOTH TRANSITION -
d
EX. SAN SEWER SERVICE ..`
8" DOGWOOD—
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EXIS TING 1 S TOR Y
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2999 SF/
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D.B. X36, PG. 507 Z,RETAINING WALL EASEMENT
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TBS = TO BE SAVED
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Scale 1"=20' Contour Interval=l'
0 20 40 80
VI C
MCKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
3011 East High Street
Charlottesville, VA 22902
8041-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
Property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Scale: V'=20'
VAR. WID TH
AICCESS EA SEMEI
D.B. 636, j PG. 507
ERP
636 PG. 498CD.B.
8. 766, PG. 639
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USE. RES TA URA T
18 " RCP
TBR TBM = TO BE MOVED
TBS = TO BE SAVED
TBR = TO BE REMOVED
Scale 1"=20' Contour Interval=l'
0 20 40 80
VI C
MCKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
3011 East High Street
Charlottesville, VA 22902
8041-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
Property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Revisions:
Scale: V'=20'
Date: 8/26/03
Project No.:: 0108
Designed: ERP
Checked: RBIVI
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Revisions:
Sheet No.: ,
Of: 9 1
Scale: V'=20'
Date: 8/26/03
Project No.:: 0108
Designed: ERP
Checked: RBIVI
Sheet No.: ,
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McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
BIOFILTER*,
1"=20'
EXIST. SDMH
1000.19
8/26/03
Project No.: 0108
Designed: ERF
RBM
INVENZ 991.54
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VI C
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Sheet No.:
Scale: 1"=20'
Date: 8/26/03
Project No.: 0108
Designed: ERF
Checked: RBM
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Scale: 1"=20'
Date: 8/26/03
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NEW DEL l
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USE.- RES TA URA IV T
Scale 1"=20' Contour Interval=N/A
0 20 40 80
MAM9
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mokeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
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NEW DEL l
REGENCY CATERING, INC.
TM 61 P 120P
ZONING: HC
USE.- RES TA URA IV T
Scale 1"=20' Contour Interval=N/A
0 20 40 80
MAM9
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mokeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
r—i
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Scale: 1"=20'
Date: 8/26/03
Project No.: 0108
Designed: ERF
Checked: RBM
4-1
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Revisior-ts:
Sheet No.:
M1
Scale: 1"=20'
Date: 8/26/03
Project No.: 0108
Designed: ERF
Checked: RBM
Sheet No.:
M1