HomeMy WebLinkAboutSDP199500094 Plan - Approved Minor Amendment 1995-11-16GENERAL CONSTRUCTION NOTES `
1. PRIOR TO OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBW 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 V.D.O.T. ).
Z ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SMALL CONFORM TO CURRENT SPECIPICAT IONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
8. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANICE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL YE
INSTALLED PRIOR TO ANY CLEARING. GRADING
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. MAXIMUM ALLOWABLJE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OiiTAINAW.E LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
6. ALL DRAINAGE INLETS SHALL HAVE A Z INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
8. PAVED OR RIP RAP UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DiREG"TOR OF ENGINEERING, OR His ofie ass. IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VOW" MANUAL. FOR
UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION.
0. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SMALL BE REINFORCED
CONCRETE PIPE CLAM III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SMALL COMPLY WITH 0"
STANDARDS FOR THE CONSTRUCTION INDUSTRY (20 CFR PART 1 Mi 8 ).
10. THE CONTRACTOR SHALL CHECK ALL DON$ AND CONDITIONS AT THE JOY
SITE AND REPORT ALL INCONSISTANCIAS TO THE ENGINEER ANDMA ARCHITECT.
11. OUTDOOR LIGHTING SHALL. BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY.
1Z. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
I& IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB.1.
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SMALL 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 WORK.
Z. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECIEBOARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL LINES AND STRUCTURES AS
NficisSARY.
* ALL MATERIALS AND CONSTRUCTION SMALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE Al BEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20,1M8, AS AMENDED JULY 1. 1M8.
4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DIATUAL.
6. THE CONTRACTOR SHALL U FOR NOTIFYING ' MISS UTILITY •
(1 8i00 "2 7001).
• ALL WATER AND SEWER PIPES SMALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE. OVER THE CENT'ERLJNE OF
PIPE. THIS 06CL.UDES ALL FIRE HYDRANT Lb" SERVICE LATERALS
AND WAS ETC.
7. W WIDE EASEMENTSt CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
EXCEPT WHERE THE UNE 18 IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCEM EASEMENT. IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
i. I MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR s' SEPARATION WHEN WATERLINE W INSULATED. USE
1f2' THICK THERAIA CEL PIPE INSULATION IN 9 X W SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 8 BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR F BEYOND ENDS OF
CULVERT WHEN PARALLEL
8. TOUCH READ METERS ARE BE" USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ATE THESE METERS, METER UDS
WILL REQUIRE A 1 3/4' HOLE TAPPED INTO THE CENTER OF THE LID.
BOND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FF40M
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL WATER AND SEWER APPURTENANCES ARE TO SE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 86 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
1Z. VALVES ON DEAD END LINES SHALL BE ROOM TO PROVIDE ADEQUATE
RESTRAINT FOR TIME VALVE DURING A FUTURE EXTENSION OF THE LINE.
SITE TOTALS AND LAND USE DATA NOTES
OWNER VIRGINIA LAND TRUST
W CNUWLES W. HURT
P. O. BOX 8147
DEVELOPER C.W. HURT, CONTRACTORS
CIO STEVE MELTON
1" RIVERBEND DRIVE
CHARL.OTTESVILLE , VIRGINIA 22901
PRESENT ZONING: PDMC
PROPOSED USE: FINANCIAL INSTITUTION
TOTAL SITE AREA : 2.153 ACRES 93,791 S.F.
TOTAL BUILDING COVERAGE $0,600 S.F. 221/9
TOTAL IMPERVIOUS COVIMA" 48,306 S.F. 52%
TOTAL OPEN SPACE 24,808 S.F. 26•/.
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MINOR SITE PLAN AMENDMENT SHOWING kPvzv� I 195
GUARANTY SAVINGS AND LOAN
PANTOPS
TAX MAP 78 PARCEL 72
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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PARKING SCHEDULE:
1 SPACE PER I" S.F. GROSS FLOOR AREA AND
3 DRIVE-IN AISLES AT 26 S.F. CREDIT PER AISLE : 76 S.F.
140 S.F. GAO$$ . 76 S.F. CREDIT = 226 s.F.
PARK040 RiOUIiiED
1 SPACE PER 226 6.F. GROSS FLOOR AREA
GROSS FLOOR AREA s 20,600 S.F.
20,900 S.F. 1226 S.F. s 92 SPACES
NARKING PROVIDED s 108 SPACES
LOA9IN4 S►ACES ►ROV'I"D. ■ 8 SPACES
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND ASSOC$. LTD.
TOPOGRAPHIC SURVEY BY: B. AUSJIWY HUFFMAN AND ASSOC& LTD.
VICINITY MAP
SCALE : 1' : 2,000
ZONING DEPARTMENT
i
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THIN APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECESSARILY INDICATE VIRGINIA DEPARTMENT OF THANSPOIHTATION
( VDOT ) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY
IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
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PRIMARY ACCESS TO THE ADJOINING PARCEL
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PAVEMENT DES/GN SPEC/FICA T/ON FOR THE / 0 0 ' �/ W \/
�\ ''.�•'• .� ENTRANCE AND DECELERATION LANE:
`` ►` 8 1/2" 21 A aggregate
Compacted fill or
undisturbed earth 4 //2" BM-3 asphalt concrete
\�1 //2" SM - 2A asphalt concrete
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TY P I CAL SE C T I ON lo'- o" STORM DRAINAGE STRUCTURES
S I D E W A L K Class A3 slope I/4 '� per ft. N0. TYPE L TOP iNV. IN INV. OUT
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Compacted fill or undisturbed earth r- - 4 DI-3A 2.5 931.46 622.99
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