HomeMy WebLinkAboutSDP199700049 Plan - Approved Final Site Plan and Comps. 1997-05-08January v16, 1
Revisions
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1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM.THE VIRGINIA i
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O,T. ) '
,1
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
`SHALL .CONFORM. TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. •.;. -"' .;-' ,,,.R .,.- - ,
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 - •
I
MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. i
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS. ( w
OTHERWISE SHOWN. r.
6, 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.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR I E
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. a
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED d
CONCRETE PIPE CLASS III. 1 r
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9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ) t ' WA L
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB ^_
SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER AND/OR ARCHITECT.
INSPECTIONS DEPARTMENT FIRE OFFICIAL
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT SITE DEVELOPMENT PLAN SHOWINGF,
PROPERTIES AND SHIELDED WHERE NECESSARY. LIGHTING SPILLOVER UNTO^
PUBLIC ROAD> AND PROPERTIES "CONED RE �•!pLiJTI"�LLY OR RURAL AREAS
SHALL NOT -EXCEED ONE-HALF FOOT CANDLE. • � � - -
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12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGRO1-11\11D.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRU,�ATED
ZONING DEPARTMENT
POLYETHYLENE PIPE MAY BE USED IN C(, NJUNCTION WITH BEDDING 1 P
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TYPE PB-I.
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BERKMAR DRIV RETAIL ,,,,,-OFFICE COMPLEX
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TAX A1&105 EL:G
WATER AND SEWER GENE PLAN "NOTES � 11 PLANNING DEPARTMENT
,
M1&A*`ISTERIAL DISTRICTRIO
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE '
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR `
ENGINEERING DEPARTMENT
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AST 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
ALBEMARLECOU NTY,.VI RG I N IA
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY
VIRGINIA DEPARTMENT OF TRANSPORTATION
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WIATER 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 UITILITY
•
( 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 DEDICATEDASA UTILITY EASEMENT.
8
A ATION REQUIRED BETWEEN WATERLINE AND STORM "'SERVER 3'MIN. SEP
_R
CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE
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1/2" THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
a
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL.
lI }
9.
TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS
WILL.REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
art`
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
• .a, .
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.
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