HomeMy WebLinkAboutSDP200300095 Plan - Approved Final Site Plan and Comps. 2004-02-18GENERAL 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 (VDOT). 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 IBE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTIION.
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 OPIINION 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 MAINUAL 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 DIMENSIONIS, 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. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING :DISTRICTS 'SHALL NOT
EXCEED ONE HALF (1/2) FOOT CANDLE.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POL'YETYLENE
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.
14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE
MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
AND AWAY FROM ADJACENT ROADS.
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 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
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.
B. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
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PANTOPS
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TAX MAP 78 PARCEL 73A 3
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE
VICIMIITY MAP SCALE : 10 : 2,=
COPYRIr,HT ADC THE MAP PEOPLE
PERMITTED USE NUMBER 21102204
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PANTOPS PROFESSIONAL PARTNERSHIP
C/O GREG BALDWIN
3192 DARBY ROAD
KESWICK, VIRGINIA 22947
TOTAL SITE AREA : 1.720 ACRES (74,923 S .F .)
AREAS : BUILDING COVERAGE
IMPERVIOUS COVERAGE
OPEN SPACE :
PARKING SCHEDULE :
APPROXIMATE NUMBER OF EMPLOYEES: 25
PARKING REQUIRED : 1 SPACE PER 200 S.F. NET
3 STORY 20,400 S.F. GROSS x 80% = 16,320 S .F NET
PARKING REQUIRED = 82 SPACES
PARKING PROVIDED = 87 SPACES
ONE LOADING SPACE REQUIRED AND ONE LOADING SPACE PROVIDED
PRESENT ZONING : PDMC ZMA 1996-020
PROPOSED USE OFFICE
CURRENT USE VACANT
INSPECTIONS DEPARTMENT : FIRE OFFICIAL
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ZONING DEPARTMENT
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ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
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VIRGINIA DEPARTMENT OF HEALTH
MISCELLANEOUS NOTES :
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
9.1% BOUNDARY SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD.
45.8% TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN & ASSOCIATES, LTD.
45.1% PROPERTY IS NOT IN THE 100 YEAR FLOOD PLAIN LIMITS
CIVIL ENGINEERING LAND SURVEYING LAND PLANNIN
CHARL07TESVILLE, VIRGINIA
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fax Map 78 Parcel 75A
*antops Office Building L.L.C.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES -1: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according 4
to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations VR 625-02-00 ?_1/1
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Zoned: P D M C I Erosion and Sediment Control Regulations, Xs
-7 ES -2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES -3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing,
ES -4: A copy of the approved erosion and sediment control pian shall be
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maintained on the site at all times.
ES -5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limit, to, off-site borrow or
LL U) waste areas), the contractor shall submit a supplementary erosion control
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E&6: The contractor is responsible for installation of any additional erosi�aa
SITE BENCHMARK contro 1 -measures necessary to prevent erosion �nd �edimentat-'on as
Top nteorf of NaCil ile 4P determined by the plan approving authority.
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Ln I I I I I I I I I / / // I /I / -1 a> ES -8: During dewatering operations, water will be pumped into an approvc
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HYDRANT after each runoff -producing rainfall event. Any necessary repairs or
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