HomeMy WebLinkAboutSDP200800040 Plan - Approved 2011-06-14PROJECT SUMMARY NOTES:
1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALB.
COUNTY TAX MAP NO. 56, PARCEL 86
2. PROPERTY DETAILS:
EXISTING ZONING: LI - LIGHT INDUSTRIAL
EXISTING USE: RESIDENTIAL
PROPOSED USE: CONTRACTOR STORAGE YARD
PROPERTY AREA: 3.93 ACRES
MAGISTERIAL DISTRICT: WHITE HALL
SITE IS LOCATED IN SO. FORK RIVANNA RIVER RESERVOIR
THERE ARE NO CRITICAL SLOPES LOCATED ON THE PROPERTY
3. OWNER
FINAL TOUCH TREE SERVICE LLC, CIO MR. MIKE UMSTADTER
P.O. BOX 363
IVY, VA 22945
4. SITE DESIGN:
ANHOLD ASSOCIATES, PLC,
8311 ROCKFISH GAP TRNPKE
GREENWOOD, VIRGINIA 22943
434- 882 -3420, DANHOLDOHUGHES.NET
5. TOPOGRAPHIC 6 PHYSICAL SURVEY
TRULINE SURVEYING
2193 MT. BROOK DRIVE
CHARLOTTESVILLE, VA 22902
PREPARED: SEPTEMBER 24, 1996
6. PROJECT AREA IS NOT LOCATED IN 100 -YR. FLOODPLAIN.
PROPERTY IS LOCATED IN ALB. CO. ANDIOR CITY OF CHARLOTTESVILLE
DRINKING WATER WATERSHED.
7. PROPERTY YARD SETBACKS
FRONT: 50'
SIDE. 0' TO ADJACENT LI ZONING
REAR. 0' TO ADJACENT LI ZONING
8. PROJECT AREA TABULATION
TOTAL PROERTY AREA = 3.930 ACRES
EXISTING BUILDING AREA = 0.03 AC.
EXISTING GRAVEL PAVEMENT = 0.07 AC
PROPOSED GRAVEL PAVEMENT = 0.23 AC
PROPOSED CLEARING = 0.60 AC
OPEN SPACE = 3.60 AC
COUNTY ENGINEERING & GENERAL CONSTRUCTION NOTES
I. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE
OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS 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 WORK. ALL E & S MEASURES SHALL
BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE
LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
4. ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN
FERTILIZED, LIMED, SEEDED, AND STRAINED TO ESTABLISH A PERMANENT STAND OF GRASS.
SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS 111. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY.
GENERAL NOTES:
I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED
SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS
BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE
ACTUAL SITE CONDITIONS.
2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND
CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING
CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY
AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT
AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN,
FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY.
4. ALL CONFLICTING SURFACE AND SUB - SURFACE STRUCTURES, UTILITIES, AND
OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT
EXISTING SUB- SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED,
REPAIR OR REPLACE AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND
COUNTY.
5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY
EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL
NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING
CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT
NO COST TO THE OWNER.
6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED. ALL DEBRIS SHALL
BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND/OR ADJUSTING
ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION.
SITE NOTES:
L BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS
SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR
LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES
BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED
OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS,
EASEMENTS OR AGREEMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY TD HAVE
ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK.
3. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL
PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO
PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES.
4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL
COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER
LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND/OR REQUIREMENTS.
SITE NOTES (CONTINUED)
5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANYIALL
NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS,
CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER
AUTHORITIES OPERATING IN THE PROJECT AREA.
6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT,
AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER
INSPECTION AUTHORITIES AT ALL PHASES OF WORK.
7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE
SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS.
Rivanne Water & Sewer Authority (RWSA)
General Water & Sanitary Sewer Notes - March 2008
I) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST
VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15 1998,
EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED
BY RWSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH
RWSA IS REQUIRED PRIOR TO THE START OF WORK.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
I- 800 - 552 - 7001).
4) RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202) MUST BE
NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE -INS
TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE
PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON
WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING
FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE
TESTED PRIOR TO CONNECTING TO THE SYSTEM.
7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA
AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION,
SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE
DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES,
WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL
BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER.
8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE
RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING
OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT
WRITTEN PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND
MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE
DUE TO BLAS ?ING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN
A CROSSING iS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT
SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING
WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE
REQUIRED.
10 NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND
WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE
PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER
MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS - CONNECTION TO THE
PUBLIC WATER SYSTEM.
12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO
PLACING THE NEW FACILITIES INTO SERVICE.
13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA
EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY
STRUCTURE, DRAINAGE STRUCTURES, ETC.
14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
SHEET INDEX
S -I COVER SHEET
S -2 SITE PLAN
ALBEMARLE COUNTY STANDARD EROSION AND SEDIMENT CONTROL NOTES
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF
LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR' TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS
VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIWITIES IN AREAS OTHER THAN
INDICATED ON THE PLANS, (INCLUDING, BUT NOT L JMI TED TO, OFF -SITE BORROW
OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALILATION OF ANY ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREIVENT 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 DISTURBINIG ACTIVITIES AND DURING SITE
DEVELOPMENT UNTIL FINAL STABILIZATION 1S 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 IMMEIDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW
AREA.
II. ALL WASTE MATERIAL 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 TRANSPORTEED IN COMPLIANCE WITH SECTION
13 -301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 17:OOAM TO 9:OOPM.
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE iCONDUCTED IN A SAFE MANNER
THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO
PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND ,AND IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIEDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT Tf01NSTALL, MAINTAIN, REMOVE,
OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE
APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN
REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING, OR OTHER PORTION OF
THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPIAARY SEEDING AND MULCHING.
SEEDING IS TO BE AT 75LBSIACRE, AND IN THE CONTHS OF SEPTEMBER TO
FEBRUARY TO CONSIST OF A 50150 MIX OF ANNOUL RYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSISIT OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
APPLIED AT 80LBS1100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AM FERTILIZER, PERMANENT
SEEDING, AND MULCH. AGRICULTURAL GRADE LIMEESTONE SHALL BE APPLIED AT
90LBSII000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER
SHALL BE APPLIED AT IODOLBSIACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX.
PERMANENT SEEDING SHALL BE APPLIED AT 180LMIACRE AND CONSIST OF 95 %
KENTUCKY 31 OR TALL FESCUE AND 0 -5 % PERENNIIAL RYEGRASS OR KENTUCKY
BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBSII00SF. ALTERNATIVES ARE
SUBJECT TO APPROVAL BE THE COUNTY EROSION I CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSSPEC TED WEEKLY AND AFTER
EACH RAINFALL. ANY DAMAGE OR CLOGGING TO :STRUCTURAL MEASURES IS TO BE
REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL! SEEDED AREAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOODS STAND OF GRASS. SILT FENCE
AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT
MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONVTROL MEASURES ARE TO BE
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIIZATION, WHEN MEASURES ARE NO
LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
PARKVIEW THREE NOTCCH'DDRIVEROAD
TO CROZET a
SITE
CSX
STARR HILL /
BREWERY
WESTERN
RIDGE
RT. 250 1
VICINITY MAP: I" =1000'
CONTRACTOR STORAGE YARD
5165 Three Notchd Road
Crozet, VA 22932
White Hall Magisterial District
Owner /Developer:
Final Touch Tree Service, LLC
P.O. Box 363
Ivy, VA 22945
Preliminary Site Plan
April 6, 2011
ANHOLD ASSOCIATES, PLC
Site Design Landscape Architecture Land Planning
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434- 882 -3420 DANHOLDQHUGHES.NET
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTION DEPARTMENT
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
Submittal ; ype
Reviewed and Approved by the
Community E`evelopment Department
Date - Al I q I t
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45 DAVID T. ANHOLD
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MARCH 22, 2011
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SHEET TITLE:
PRELIMINARY
SITE PLAN
SHEET No.:
S
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ASSOCIA TES
LANDSCAPE ARCHITECTS
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8311 RocmsH GAP TAwK.
GREENWOOD, VIRGIlwA 22943
MOBILE. 434.882.5420
VolcEIFAx 540.456.6422
DANHOLDIPHUGHESAET
ANHOLDLA. COM
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45 DAVID T. ANHOLD
CERTIFICATE No.
of 000311
z A 1VD S C k0'_
DATE:
MARCH 22, 2011
REVISION:
SCALE
I" = 30'
SHEET TITLE:
PRELIMINARY
SITE PLAN
SHEET No.:
S
SHT. 2 OF 2