HomeMy WebLinkAboutSDP199800137 Plan - Approved Final Site Plan and Comps. 1998-09-241. 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 (VDOT). THIS PLAN AS DRAWN MAY
NOT ACCURATELY REFLECT THE REQUIRE NTS 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 1.4
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
CCNNDITIONS, 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 HIE WILL ASSUME TOTAL
RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES.
10. 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.
11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1.
13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE
IN EFFECT AT THE TIME OF CONSTRUCTION.
Liz -
1. WUNK SHALL BE SUBJECT I'D 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 15, 19 9 8.
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. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. VALVES ON DEADEN LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
I
SHEET 1' OF 3
FINAL
SITE DEVELOPMENT PLAN SHOWING
2222 OLD IVY ROAD OFFICE BUILDING
TAX MAP 60 PARCEL 46B
JACK JOUt i I' MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
INSPECTIONS DEPARTMENT : FIRE OFFICIAL
ZONING
ALBEMARLE COUNTY SERVI
PLANNING DEPARTMENT
„A . hon --.&
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TR
AUTHORITY
VIRGINIA DEPA61?MENT OF HEALTH
ATION
B. AUBREY HUFFMAN AND ASSOCIATES, LTD.
CML EHKKi1NEERlM LAND 3URVEWN0 LAND PLANNIIIK3
CW/IALOTTESVILLE, VIRGINIA
VICINITY
MAP
SCALE : 1' : 29000
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
AND LAND
tW
DATA NOM
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
OWNER - DEVELOPER
: COLONNADE ASSOC. LTD. PARTNERSHIP
PARKING SCHEDULE
C/O S.W. HEISCHMAN
P.O. BOX 7324
APPROXIMATE NUMBER OF EMPLOYEES 25
CHARLOTTESVILLE, VIRGINIA 22906
PARKING REQUIRED : 8496 SF. x .80/200 - 34 SPACES
PARKING PROVIDED : 34 SPACES
PRESENT ZONING : C i ENTRANCE CORRIDOR
PROPOSED USE OFFICE BUILDING
MISCELLANEOUS NOTES
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
TOPOGRAPHIC SURVEY BY B. AUBREY HUFFMAN AND ASSOCS. LTD. USGS DATUM
TOTAL SITE AREA 28206 S.F.
AREAS BUIf�I3ER1Il OCOVERAGE
OUSNG
3,806 S.F.
49%
RECEIVE
OPEN SPACE
10,098 S.F.
X
SEP 2 2199
Planning Dept
PLAN PREPARED BY
B. AUBREY HUFFMAN AND ASSOCIATES, LTD.
CML EHKKi1NEERlM LAND 3URVEWN0 LAND PLANNIIIK3
CW/IALOTTESVILLE, VIRGINIA
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
NOTE : SEWER CONNEC TION TO THE Ex/S TIN
MANHOL E SHALL BE MADE BY FIELD CO RE
AND A FLEX/BL E BOOT.
NO TE: MANHOLE D TAKEN FROM PLAN
PREPARED BY S. AUBREY NUFFMAN
e ASSOCIATES DATED MARCH 24 1973
M
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BOTANICAL A HEIGHT AT TOTAL HEIGHT TOTAL WIDTH AREA 06 QUANTITY
KEY COMMON NAME MIN. CALIPER PLANTING IN 10 YEAH• IN 10 YEAR* CANO►Y
r-/ CERCIS CANADENSIS 3 1/2" 7 23. 7' 22 .5' 3 96 S. F. 7
�- EASTERN RED BUD
r1
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r -t DOGWOOD 3 1/2" 7' 19 14. 1 155 S.F. 3
r PY RU S CALLERYANA 3 1/2" 7' 2 2' 15. 6' 19 1 S. F. 4
BRADFORD PEAR
DWARF BURFORD
CRIMSON BARBERRY
® FORSYTHIA
OA Z A L E A
Exist. Son.
Sower MH
Jnr. 561.27
SANITARY SEWER STRUCTURES
KIT
TOP
INV. IN
INV. OUT
E
565.0
555.14
554.94
F
575. 10
562.28
562.08
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563. 54
563.34
STORM DRAINAGE STRUCTURES
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OF CANOPY /
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/00 G
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O O Exist. Son.
Sower MH
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TM 76A PARCEL ✓2
Rectors a Visitors 0, the U V A
Use : U V A
R/ w Merrill
TYPE L
TOP
INV.
DI -7
DR / V E
558.33 Grote Type III
MH
568.15
558.06
TM 76A PARCEL .15
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Rectors ® Visitors of the UVA
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S 557. 0
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Use : U V A
R/ w Merrill
TYPE L
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DI -7
567.90
558.33 Grote Type III
MH
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Concrete
Compacted fill or
undisturbed earth
TYPICAL SECTION
PARKING LOT SIDEWALK
PLAN SCALE /=20�
C0n>0Ur interval _
TM60 PARCEL 45A(2)
O/d /ry Limited Partnership
D.B. 517- 562
Zoned : R-/5
Use : Aportmen/s
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OCTOBER L&- 1997
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