HomeMy WebLinkAboutSDP199800032 Plan - Approved Final Site Plan and Comps. 1998-03-124
GENERAL CONSTRUCTION
i PRIOR TO ANY C0111ASTRUCTION WITHIN A14Y EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE- OBTAINED FROM
THE VIRGINIA DEPARTMENT OF TRANSPORATION (VDCIT). 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. 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 REASONA13LY
OBTAINABLE LESSER )LOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5, PAVED OR RIP RAP LINED DITCH MAY BE. REQUIRED WHE-N IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMS -D NECESSARY IN
ORDER TO STABILIZE A ORAINAGE CHANNEL,
6. ALL TRAFFIC CONTROL. SIGNS SHALL CONFORM WITH THEM VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION..
7. UNLESS OTHERWISE: NOTED ALL CONCRETE PIPE SHALL 13E REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY i 29 CFR PART 1926 ) .
9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL. DIMENSIONS, SITE
CONDITIONS), FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIE-S TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPIi Y WITH THE ABOVE HE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSI1,3TANCIES.
10. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACIENT
PROPERTIES AND SHIELDED WHERE NIE-CEISSARY. LIGHTING SPILLOVER ONTO PUBLIC
ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS SHALL 140T 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 POLYETYLENE
PIPE MAY 3E USED IN CONJUNCTION WITH BEDDING TYPE FIB -i.
14. ALL coNsTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVIC�_
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
EXISTING UTILITIES) ACROSS OR ALONG THE LINE OF THE
THE LOCATION 01: 1
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INHERE
SHOWN ARE ONLY APPROXIMATELY CORRE-CT., THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AN13 STRUICTURE3 AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENIE WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AS AMENDED JULY 1, 1989.
zj. ALL ELEVATIONS ARE BASED ON U.S.C. ANID G.S. DATUM.
THE CONTRACTOR SHALL BE RESPONS)IBLE FOR NOTIFYING " IMISS UTILITY
( I E100 552 7001 ) .
6. 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. 20' 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 GEL PIPE INSULATION IN 3' X 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYONG ENDS OF
CULVERT WHEN PARALLEL.
9. TOUCH READ IAETE---RS ARE BEING USE -D BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMIDDATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGjS 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.
ii. CERTIFICATION THAT 95 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEVIER LINES AND
APPURTENANCES, THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CEERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE AOEQUATI:-
RESTRAINT FOR THE VALVE DURING A FUTURE 1EXTE-INSION OF THE LINE.
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A&
FINAL
A
At A
LE
VIC!Nrr.Y,MAP SCALE 1 2,000
SrTE TCYTALS AND LAND USE DATA NOTES
OWNER
21111
co PARK '.'
V
195 RIVERBEND DRIVE
1_'i LA.
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195 RIVERBEND DRIVE"
20 o);
TELEPHONE 979-8181
TOTAL SITE AREA, E1.695 ACRES
378,`,75(3 SCI. FT.
AREAS) BUILDING COVERAGE
A I I 1!��j
IMPERVIOUS, COVERAGE
V
Q,
P a
ark
20,7000 S.F. 5.5 %
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4 ,
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VIC!Nrr.Y,MAP SCALE 1 2,000
SrTE TCYTALS AND LAND USE DATA NOTES
OWNER
VIRGINIA LAND TRUST
C/O OR. C. W. HURT
pc_
195 RIVERBEND DRIVE
CHARLOTTESVILLE, VIRGINIA 229 11
DEED BOOK 926 PAGE 27
DEVELOPER
C.W. HURT CONTRACTORS
195 RIVERBEND DRIVE"
CHARLOTTESVILLE, VIRGINIA
TELEPHONE 979-8181
TOTAL SITE AREA, E1.695 ACRES
378,`,75(3 SCI. FT.
AREAS) BUILDING COVERAGE
10,0000 _S.F. 3
IMPERVIOUS, COVERAGE
EXISTING ACCESS ROAD
16,980) S.F. 4.5
PAPIKIN13 AND OTHER
20,7000 S.F. 5.5 %
OPEN SPACE.
331071; S.F. 87 %
ff-IT11 [to 19 164 9 an wex I Lm
APPROXIMATE NUMBER OF EMPLOYEES : 14
PARKING REQUIRED (i SPACE PER 2 EMPLOYEES PLUS 2./CU'13TOMER) : 9 SPACES)
PARKING PROVIDED : 1 9 SPACES
PRESENT ZONING LI
PROPOSIED USE : WAREHCUSES
MISCELLANEOUS NOTES :
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATEH!-3HED.
BOUNDARY SURVEY BY : E3. AUBREY HUFFMAN AND ASSOCS. LTD.
TOPOGRAPHIC SURVEY BY B. AUBREY HUFFMAN AND ASSOCS. LTO. UISGS DATUM
JULY 11 1997
IMP, REVISIONS
JD
P PLRIJ :5/2,1C 114 C 15 7- J-
9
INSPECTIONS CIEPARTME-INT FIRE OFFICIAL
ZONING DEPARTMENT
ALBEMARLE COONTYSERVICE AUTHORITY
PLANNING DEPARTMENT
0111111161 1 ATES
AL"I"Vol
AUBR'EY HUFFMAN AND SS0%C..%f1fn
CIVIL ENGINEERING LAND SURVEYING LAND-. PLANNING
CHARLOTTESVILLE, VIRGINIA
SHEET I OF 4
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T A X MA P 7 7 PARCEL 40-4
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