HomeMy WebLinkAboutSDP199700086 Plan - Other (not approved) Preliminary Site Plan 1997-07-01GENERAL CONSTRUCTION NOTES
I PRIOR TO ANY CONSTRUCTION WITHIN ANYEXISTING PUBLIC RIGHT-OF-WAY. RELIMINARY
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED T=ROF1
THE VIRGINIA DEPARTMENT OF TRANSPORATION (VOGT). THIS PLAN AS,DRAWN MAY
NOT ACCURATELY REFLECT THE REQUIREMEN'rs OF THE PERMIT. WHERE I ANY SITE DEVhLuPMENT PLAN SHOWING
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.-'
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION NETHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V,O.O.T.
UNLESS OTHERWISE NOTED,
3. EROSION AND SILTATION CONTROL ME7ASUREE; SHALL BE PROVIDED IN
'MILL�S WAR HOUS
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE WOOL N
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONESTRUC`ION.
4. ALL. SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED` AND
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1. WHEFIEJ9EASONABLY
OBTAINABLE LESSER SLOPES OF 4: 1 OR BETTER ARE TO BE ACHIENEO.
PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE ORINION OF THE
5. TAX MAP 77 PARCEL 40
i
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEME-D NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL,
v���LR%6. ALL TRAFFIC CONTROL- SIGNS SHALL CONFORM WITH THE VIRGINIA EjANUAL FOR 4. T
UNIFORM TRAFFIC C014TROL DEVICES, LATEST EDITION.
V,
pl` �1-
-UHUt
7. UNLESS OTHERWISE NOTED ALL CDNCRETE: PIPE SHALL 13E REINFORCED
CONCRETE PIPE CLASS III.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPI'Y WITH OSHA
13TRLICTION INDUSTRY �, 29 CFR PART 1926j 'COUNTY IRGINIASTANDARDE
'' FOR THE CON, ALBEMAIR'LE
9. IT-!:-DHAL.L BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL. DIlAENc;#l,43. SITE
CONDITIONS), FINAL GRADING ANIO FIELD LAYOUT ON THIS PROJECT AND REPORT ALL
INCONSISTANCIES TO THE ENGINEER SURVEYOR, ARCHITECT AND OWNER. SHPULD
THE CONTRACTOR FAIL 'TO COMPLY WITH THE ABOVE HE 'WILL- ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10, OUTDOOR LIGHTIN13 SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECEISSARY. LIGHTING 113PIL.L,OVER ONTO PUBLIC
ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL. AREAS SHALIL 1401 EXCEED
ONE! HALF FOOT CANDLE.
o /to avE Rk
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED P01',-YETYLENE
CONJUNCTION WITH BEDDING TYPE PB -1 -
PIPE MAY 3E USED IN CONJU;.SS1 1 BUS
�df 41K
14. ALL CONSTRUCTION AND MATERIALS ;SHALL COMPLY WITH THE STATE BUILDING CODE
IME OF CONSTRUCTION. X
IN EFFECT AT THE T
o
WParl Ai
of
fS`o9yfR f'
<
velyle N
Cc) i Lo filfwl u
DRAWN BY: JOHN DRUMHELLER
NSPEC,rioNs DEPARTMENT FIRE OFFICIAL
tr
ZONING DEPARTMENT
ALBEMARLE COUNTY SERVICE AUTHORITY
PLAINNING DEPARTMENT
U.
ot'. uculuA 1 clj m�:'
T 0 REQUIRED BETWE.N WATERLINE AND ST IER
3' MIN. S PA A ORM SEri z
E R I N
OWNER
CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED., USE,
1/2" 'THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS
VIRGINIA LAND TRUST
PARKING SCHEDULE
MANUFACTURED BY NOMACA, INC. OR EGUAL. APPROVED BY ALBEMARLE':
C/0 DR. C. W. HURT
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
195 RIVERBEND DRIVE
APPROXIMATE NUMBER OF EMPLOYEES
14
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CHARLOTTESVILLE, VIRGINIA 229:11
926 PAGE 27PARKING
PARKING REQUIRED (1 1 -PACE PER
-2 EMPLOYEES PLUS 2/CUSTOMER) li SPACES
0EEO BOOK
PROVIDED 2" SPACES
CULVERT WHEN PARALLEL.
9.
TOUCH READ IAETE---RS ARE BEING USED BY THE ALBEEMARLE COUNTY
PRESENT ZONING LI
SERVICE AUTHORITY. TO ACCOMIDDATE THESE METERS, METER LIDS
DEVELOPER
PROPOSED USE WAREHOUSES
WILL REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE ID.
BLIND -TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIIS F11. OM
G.W. HURT CONTRACTORS
ENTERING THE BOX PRIOR TO METER INSTALLATION.
195 RIVERBENO DRIVE
10.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIb'F OF
CHARLOTTESVILLE, VIRGINIA
MISCELLANEOUS NOTES
ROADSIDE DITCHE-S.
TELEPHONE 979-E3181
PROPERTY IS NOT LOCATED WITHIN
A RESERVOIR WATERS)HED.
11.
CERTIFICATION FHAT 95 PER Cl ---NT COMPACTION IS OBTAINED SHA( -Ll BE
BOUNDARY SURVEY BY 13.
-
AUBREY HUFFMAN AND ASSOCS. LTD.
d
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND,
TOPOGRAPHIC SURVEY BY 13.
AUB PEY HUFFMAN AND ASSOCS. LTD. UESGS DATUM.
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
TOTAL SITE AREA E1.695, ACRES
37E3,7':515 SQ. FT.
PROFESSIONAL GEOLOGIST. THE CERTIFICATION S)HALL 'STATE THE11'1
EXACT AREA THAT THE CERTIFICATION APPLIES) TO.
12.
VALVES ON DEAD ENE) LINES SHALL BE RODDED TO PROVIDE ADEQUATE
HEINE.
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSIDN OF tI
AREAS BUILDING COVERAGE
10,000S.F, 3
IMPERVIOUS COVERAGE
EXISTING ACCESS ROAD
1&9E30,!S.F. A.Fi