HomeMy WebLinkAboutSDP199600102 Plan - Approved Final Plat 1996-10-17POS -
GENERAL CONSTRUCTION NOTES
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_ POSITION FOGS OF PRINT ON THIS IINE '� �� POSITION EDGE OF PRINT ON THIS LINE ��' POSITION EDGE Or PRINT ON THIS tINE
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
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 V.D.O.T. ).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
6. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, 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, LATEST EDITION.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ANY OR ALL DIMENSIONS, SITE
CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OR OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND OR INCONSISTANCIES.
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY. LIGHTING SPILLOVER ONTO PUBLIC
ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS SHALL NOT
EXCEED ONE-HALF FOOT CANDLE.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETHYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE REWINSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT `HE START OF WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. 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 20, 1983, AS AMENDED JULY 1, 1 M.
4. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING a MISS UTILITY'
(1 800 552 7001 ).
8. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7. 2(Y WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE
1/2' THICK THERMA CEL PIPE INSULATION IN TX 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE Al M-K)RITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL.
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1 We HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 95 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.
12. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
SITE TOTALS AND LAND USE DATA NOTES
OWNER HURT INVESTMENT CORPORATION
C/O STEPHEN MELTON
P.O. BOX 8147
CHARLOTTESVILLE, VIRGINIA 22906
PARKING SCHEDULE:
20 - TWO BEDROOM UNITS
2 SPACES PER UNIT
PARKING REQUIRED 40
PARKING PROVIDED 44
DEVELOPER VAN DER LINDE HOUSING , INC. GROSS RESIDENTIAL DENSITY = 15 UNITS
= JACKIE VAN DERLINDE
2820 HYDRAULIC ROAD SUITE ONE
CHARLOTTESVILLE, VIRGINIA 22901
PRESENT ZONING: R15 AIA, AIRPORT IMPACT AREA OVERLAY DISTRICT PROPERTY IS NOT LOCATED WITHIN
PROPOSED USE: MULTI FAMILY A RESERVOIR WATERSHED
TOTAL SITE AREA: 1.333 ACRES 581080 S.F. FIELD TOPOGRAPHY BASED ON USGS DATUM
TOTAL BUILDING COVERAGE: 8,6 8 0 S. F . BY B. AUBREY HUFFMAN AND ASSOCIATES, LTD.
TOTAL IMPERVIOUS COVERAGE: 16, 9 2 0 S. F . BOUNDARY BASED UPON EXISTING PLATS OF RECORD
TOTAL OPEN SPACE: 0.746 ACRE 5 6'/.
FINAL
SITE DEVELOPMENT PLAN SHOWING
LINDEN
LANE
TAX MAP 61 W PARCEL 03 - 4
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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VICINITY MAP SCALE : 1" : 2,000
PLAN PREPARED BY
B. AUBREY HUFFMAN AND ASSOCIATES, LTD.
CHARLOTTESVILLE, VIRGINIA
Ln6e.1,ii,I, Lang
INSPECTIONS DEPARTMENT :FIRE OFFICIAL
( 4 ( -L ,
11
ZONING DEPARTMENT
ALBEMARLE COUNTY SERVICE AUTHORITY
ti
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
N /,0, r-25,--Y
VIRGINIA DEPARTMENT OF HEALTH
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION
( 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.
S h e e t No . I o f 3
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1 p` -7 4" --+1
12" min.
r WI%C%Lr I.00XlNr AMUMBI.Y
® eV/Ass
TOTFS: 1. PROVIDE A 6" THICK CRAVEL BED BENEATH THE METER VAULT.
2 MINIMUM WALL THICICN'ESS FOR PRECAST ORPOUR-IN-PUCE VAULTS SHALL BE 4"
MINIMUM WALLTHICK.NESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALLSEt".
3. THE OUTSIDE OF THE VAULT BELOW CRADE SHALL BE COATED WITH AN APPROVED
WATLRPROFFING COMPOUND.
TITICAL METER VAULT
(I I/2" METER)
FIC. w'-7B
TD-21
Dimension
Dimension
Dimension
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51.0'
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5' min
10' min_
6' min.
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SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
KEY BOTANICALS MIN. CALIPER HEIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA OF
COMMON NAME
PLANTING IN 10 YEARS IN 10 YEARS CANOPY
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Section /8. 8 of the Albemarle County Zoning Ordinance
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COMPUTATIONS FOR HANDICAPPED ACCESSIBLE UNITS
AMOUNT OF UNDISTURBED AREA ON SI T E WITH SLOPES OF 10% OR LESS = 74
TOTAL NUMBER OF GROUND FLOOR UN I T S = 8
8 x 74 %= 5. 9 2 ~o� c S \ / o 41
M a y 2 8 , 1996 REQUIRED NUMBER OF GROUND FLOOR HANDICAPPED ACCESSIBLE UNITS = 6 15,LO \ / cof1.0
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CIVIL ENG I N E ERI N G - L A N D SU R V E Y I N G- LA N D P L A N N I N G
C H A R L 0 T T E S V I L L E V I R G I N I A
QUANTITY TOTAL AREA
OF CANOPY
5
1 9 1 S. F. 5
1 55 S. F. 4
4 8 S. F. 3 3
Tax Map 6/W Parcel 03- 3A
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D. B. / 363 - 6 4 7 Tax Map 6/ W Parcel 03 - 5
Zo n e d - R- 15 Peyton Storm Water
Use Mu/ti- Fami/y Detention Basin
39, 639 S. F Exi sting 0. B. 152 8 - 451
- 9 3 l S. F. Zone d - C - /
3817 08 S.F. = 0.888 Acre
Exist. Number of Units = 12
Number of Units Allowed
15 x 0. 888 = /3. 32 or /3 Uni/s
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