HomeMy WebLinkAboutSDP200600099 Plan - Approved Minor Amendment 2006-11-02GENERAL CONSTRUCTION -NOTES
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM
THE VIRGINIA DEPARTMENT OF TRANSPORATION (VOOT). 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 REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5.
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.
6.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
B.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 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
INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD
THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL 'ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10.
ALL OUTDOOR LIGHTING, REGARDLESS OF AMOUNT OF LUMENS, SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICT AND AWAY FROM ADJACENT ROADS. ALL LUMINAR'ES WHICH EMIT 3,000
OR MORE LUMENS SHALL BE FULL CUT OFF LUMINAIRES.
12.
ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13.
IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATE® POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB-1.
14.
ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
15.
THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE-HALF (1/2) FOOT CANDLE.
WATER AND SEWER GENERAL PLAN NOTES_
1.
WORK SHALL 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.
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.. 1989..
4.
ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY "
( 1 800 552 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, JUSE
1/2" THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETF, 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' BEYOND ENDS OF
CULVERT WHEN PARALLEL.
9.
TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMOOATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4" 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.
SffE 7W&S AND LAND USE DATA NOTES
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THIS PLAN IS A MINOR AMENDMENT TO A
PREVIOUSLY APPROVED SITE PLAN DATED
SEPTEMBER 3,- 2004
R E V I S 1 0 N S
ADD SIGN
LIGHTI.N_G PLAN°
ADDITIONAL LANDSCA.P.I•N:G AROUND SIG.'N
ADD PARK I N G SPACES
POSITIVE RETURNS LLC
2 1 5 I R I C H M O N D ROAD
PARKING SCHEDULE
CHARLOTTESVILLE, VIRGINIA 22911
1.ST FLOOR 15`00S.F. GROSS (OFFICE US'•E) x!80%
= 1200'S.F. NET./ 200 = 6 SPACES
1.340S.,F. &RO-S'S (:RE"S&TA'URANT ,USE-)
/ 1'0.00 X' :.3t, -1.8 SPACES
s
2;2 S ,0 .S. -F. ..G R 0.55 ,( .F U`R N I. T U R.:E U S .E)
= • 6 , S.P A C E S
2 N D. -.F L 00_R 5 1 2. 0 -.S. F.. G R Q! S-S ( 0 F F I C E U S E"-);.; x. 8 0 %,
= 4.0 9 6 S. F.- N E.:T / 2 0 0 =' 21 S P A-;G E S
PAR.KINGRE"QUIRESD 51 SPACE--S.
PA R .K, I N.G P R\:-C .V' 14 E Q: 51 .S. P A C.E S
-
PRESENT ZONING HC
PROPOSED USE_
TOTAL SITE AREA 2,: 0 16 ACRES 87, 81 7 S. F.
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'
MISCELLANEOUS NOTES :. }
PROPERTY IS NOT LOCATED WITHINIA RESERVOIR WATERSHED.
y'
AREAS-: BUILDING= COVERAGE:: 5 12 0'S.. F. 5.8 %;
BOUNDARY SURVEY BY D 0 M 1 N ], O N D E,:V. E L 0 P M: EL N 'T .
R.E S O U=R,C E S L .L C
,
IMPERVIOUS COVERAGE 30,360 S. F. 34. 6%
TOPOGRAPHIC SURVEY BY . ALB MARLE COUNTY SERVICE AUTHORTY, USGS DATUM
OPEN SPACE 52,33.7 'S'.F. 59.6%
THE SITE WILL BE SERVED BY PRIVATE WATER" a-.
.
P.RI V:ATE S.E PTI,C
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BUILDING .-FROM rRURA'L'.AREA = 50
PARKING;' FROM R_UR:AL�AR.EA ,0
8 IU I L D I N .G F R O M P-U B:,L.1 C R/ W = 3 0
+PUBLI.0 R%W =
PARK G NG yFp,RM, iO`
B U. FF,E•R ZONE" A.D•J,AC.E°�N'T TO RURAL AREA = 20r
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SHEET i OF
SEPTEMBER 5, 2,006
REVISIONS
ARB COMMENTS 'OF
J D 10 - 6- 06. LETTER 10-12-06
INSPECTIONS DEPARTMENT FIRE OFFICIAL
ZONING DEPARTMENT
I
ALBEMARLE COUNTY'SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
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COMMON NAME 01N. CALIPER QUANTITY
PLAN TING IN IQ YEAAS CANOPY AREA
CORNUS F L 0 R I D A
:2 1/2 12 ''-14' 5 155 S. F. 775,S.F;
SEPTEMBER 512006
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LUMINAIRE SCHEDULE
Symbol
Label Oty
Catalog Number
Description
Lamp File
Lumens LLF Watts
❑
LITHONIA KAD
AREA LIGHT WITH HIGH ONE 400-WATT CLEAR
OA-1 4
400M.SR4SC
PERFORMANCE SR4SC
ED-28 METAL HALIDE, ltl9477.ies
320.00 1.00 462
e
MOUNTED ON
OPTICS, CLEAR FLAT
HORIZONTAL POSITION.
SSP 20-4-11-DM10LASS.
-BC DOB POLE
EMB 20' AG BOTH
POLE AND
FIXTURE TO BE
DECORATIVE
DARK BRONZE
FINISH
ASW2
AERIS ARCHITECTURAL
ONE 250 WATT CLEAR
ElLITHONIA
WALL1 1
250M SR4W
BUILDING MOUNTED
E628 METAL HALIDE, LTL13964.IES
19100 1.00 298.
DECORATIVE
LUMINAIRE, SR4SC
HORIZONTAL POSITION.
DARK BRONZE
(SEGMENTED TYPE IV,
FINISH
FORWARD THROW,
SHARP CUTOFF)
DISTRIBUTION TILTED
UP
FROM HORIZONTAL 10
DEGREES, 25OW MH W/
CLEAR LAMP.
LITHONIA ASW1
AERIS ARCHITECTURAL
ONE 175 WATT CLEAR
WALLS 1
175M GZ
BUILDING MOUNTED
ED17 METAL HALIDE, LTL13843.IES
12800 1.00 219
DECORATIVE
LUMINAIRE GZ (WALL
HORIZONTAL POS.
DARK BRONZE
GRAZER) DISTRIBUTION,
FINISH
175W MH W/ CLEAR
LAMP..
SURFACE SCHEDULE
Reflectances
Name Front Back
KOHR ICE CREAM 5%
NOTES:
ALL FOOTCANDLES ARE TAKEN AT 0' AG
ALL LUMENS ARE AT A LLF OF 1.00 INITIAL
ALL POLES ARE 20' AG
ALL FINISHES ARE THE LITHONIA DECORATIVE DARK BRONZE
STATISTICS
Description Symbol Avg Max Min Max/Min, -Avg/Min
KOHR'S BROTHERS + 2.0 fc 7.3 fc 0.0 fc N / A N / A.
PROPERTY LINE. . . 0.1 fc 0.5 fc 0.0 fc N / A N / A
LUMINAIRE LOCATIONS
No.
Label
X
Location
Y
Z
MH
Orientation
Tilt
1
OA-1
44.5
8.3
20.0
20.0
0.0
0.0
2
OA-1
114.9
8.3
20.0
20.0
0.0
0.0
3
OA-1
181.1
8.3
20.0
20.0
0.0
0.0
4
OA-1
258.2
94.6
20.0
20.0
-86.3
0.0
5
WALL1
163.3
106.1
20.0
20.0
90.0
0.0,
6
WALL3
32.9
101.0
20.0
20.0.
-90.0
0.0
Plan View
Scale i" a 20'
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Designer
JPM, LC
Date
OCTOBER 11, 2006
Scale
1 = 20 '
Drawing No.
K0 RICECREAM
3 of 3