HomeMy WebLinkAboutSUB200600417 Plan - As-built 2022-05-31BUNDORAN FARM (WINSOME ORCHARD)
ROAD PLAN AMENDMENT 1
ALBEMARLE COUNTY, VIRGINIA
PROJECT SUMMARY
NAME OF PROJECT: BUNDORAN FARM (WINSOME ORCHARD)
PROJECTADDRESS: WINSOME ORCHARD LANE (OFF OF EDGE VALLEY RD)
NORTH GARDEN. VA 22959
DEVELOPMENT TYPE: PRIVATE RESIDENTIAL ROAD
PROJECTSUMMARY: AMENDMENTTO SUB-2006-00417TO BRING PRIVATE ROAD SERVING 7 LOTS INTO
CONFORMANCE WITH ALBEMARLE COUNTY ZONING ORDINANCE
ENGINEER OF RECORD:
CONTACT:
NA BUNDORAN FARM LLC
HUNTER MCCARDLE
ADDRESS:
PO BOX 174
NORTH GARDEN, VA 22959
PHONE:
434-326-2118
EMAIL:
HUNTERMCCARDLE@GMAIL.COM
CONTACT: LINE AND GRADE CIVIL ENGINEERING
DANIELC. HYER, PE
ADDRESS: 1134TH STREET NE; STE 100
CHARLOTTESVILLE, VA 22902
PHONE: 434-262-0169
EMAIL: DHYER@LINE-GRADE.COM
SOURCE OF SURVEY AND TOPOGRAPHY:
PARCELS:
SOURCE: ROUDABUSH, GALE & ASSOCIATES, INC. (JUNE 2020)
CONTACT: BRIAN JAMISON
ADDRESS: 999 SECOND STREET SE
CHARLOTTESVILLE, VA 22902
PHONE: 434-477-0205
EMAIL: BJAMISON@ROUDABUSH.COM
PARCEL I D:
86-64
OWNER:
STEVEN & KELLEY SOBELL
ZONED:
RA
OVERLAYS:
FLOOD HAZARD
PROFFERS:
-
LEGA L AREA:
42.48 AC
PARCEL I D:
86-67
OWNER:
JEFFREY & JANET LEGRO
ZONED:
RA
OVERLAYS:
-
PROFFERS:
-
LEGAL AREA:
3.93
PARCEL I D:
86-68
OWNER:
MATT & MEREDITH MCCLELLAN
ZONED:
RA
OVERLAYS:
FLOOD HAZARD
PROFFERS:
-
LEGAL AREA:
9.83
PARCEL I D:
86-69
OWNER:
JAMES & WENDY MCCONNELL
ZONED:
RA
OVERLAYS:
-
PROFFERS:
-
LEGAL AREA:
25.26
PARCEL I D:
86-70
OWNER:
CORE BUNDORAN LLC
ZONED:
RA
OVERLAYS:
-
PROFFERS:
-
LEGAL AREA:
2.61
PARCEL ID:
86-71
OWNER:
THOMAS & BARBARA BRADSHAW
ZONED:
RA
OVERLAYS:
-
PROFFERS:
-
LEGA L A R EA:
4.81
PARCEL I D:
86-72
OWNER:
MATTHEW & MARLA KEMELHAR
ZONED:
RA
OVERLAYS:
-
PROFFERS:
-
LEGA L A R EA:
26.44
VICINITY MAP
SCALE: 1" = 25,000'
LOCATION MAP
SCALE: 1" = 5,000'
APPROVED
by the Albemarle County
Community Development Department
Date 05/17/2021
File SUB200600417 - Amendment 1
DESIGN INFORMATION:
DESIGN MANUALS REFERENCED:
-VDOT ROAD DESIGN MANUAL
-ALB CO ZONING ORDINANCE
ADDITIONAL INFORMATION:
DISTURBANCE AREA: 0.396 AC (17,262 SF)
PROPOSED IMPERVIOUS AREA: 2,884 SF ADDITIONAL
12 DIGIT HUC CODE: 020802031201
AMENDMENT SUMMARY:
1. WORK TO BE COMPLETED UNDER ACTIVE WPO PLAN (WP0200600092).
2. REVISIONS TO ENTRANCE TO CONFORM TO SUB2006-00417 DETAIL A/31 AND VDOT PRIVATE
SUBDIVISION ENTRANCE DETAIL.
3. REALIGNMENT OF ENTRANCE CULVERT.
4. REVISIONS TO ROAD WIDTH FOR PORTION SERVING 6+ LOTS TO CONFORM TO ALBEMARLE
COUNTY ZONING ORDINANCE.
5. APPLICATION OF ASPHALT TO PORTION OF ROAD BUILT IN EXCESS OF 16%SLOPE - IN
CONJUNCTION WITH AN EXCEPTION REQUEST.
6. ADDITION OF CULVERT OUTLET PROTECTION PER SUB2006-0417.
7. AMENDMENT TO RIGHT OF WAY WIDTH FROM 30 FT TO 40 FT TO INCLUDE ROADWAY DITCHES
AND TURN -AROUND.
8. ADDITIONAL DRAINAGE EASEMENTS FOR CULVERTS AND DITCHES OUTSIDE RIGHT OF WAY.
9. ADDITION OF STREET SIGN.
SHEET INDEX
SHEET
NUMBER
CO.0
Co.1
CO.2
C1.0
C2.0
C2.1
C2.2
C3.0
C3.1
C3.2
X0.0
SHEET TITLE
Title Sheet
General Notes
General Notes
Existing Conditions and Demolition
Road Plan
Road Plan Profile
Road Plan Details
Erosion and Sediment Control Narrative
Erosion and Sediment Control Plan
Erosion and Sediment Control Details
SURVEY
SUBMITTAL LOG
SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE
1 100% ALBEMARLE COUNTY 03/05/2021
2 100% ALBEMARLE COUNTY 05/05/2021
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE
DEPARTMENT OF ENGINEERING DATE
DEPARTMENT OF ZONING DATE
FIRE MARSHALL DATE
ALBEMARLE COUNTY SERVICE AUTHORITY DATE
VIRGINIA DEPARTMENT OF HEALTH DATE
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0510512021
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DANIEL C. HYER
Iic. No.45596.
IONAL B�
APPROVED DCH
SUBMISSION NO. 2
PROJECT 2102002
T H E W 0 R K O F
L I N E + G R A D E
Como
GENERAL CONSTRUCTION NOTES:
UTI LITI ES:
CONCRETE AND ASPHALT:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE
FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN
THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES.
5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE
WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES.
6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY
IS PARAMOUNT.
7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT
OF WAY, OR ADJOINING GROUNDS.
8. ALL WORK AREAS SHALL BE CLEANED DAILY.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES.
10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.
13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE.
14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
WORK AREA PROTECTION AND MAINTENANCE:
1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS.
2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED.
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32
3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS
AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS.
4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS
MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES
AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE
RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL
REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE
COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT
MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT
MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED,
FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND
OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE
REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18)
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK.
9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES.
10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK
CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS.
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES
(PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS.
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION.
2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES
OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN
MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL
PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND
THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE
RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES.
SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM.
5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE
RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT
BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT
HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A
BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE
ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL
A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING
AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION
DEVICES.
EARTH WORK AND SITE CONDITIONS:
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE
FILL.
3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S
INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM
THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON
ALL PAVED SURFACES.
6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED
SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL
ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK.
CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE
DRAINAGE.
8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR
DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY.
MAINTENANCE OF TRAFFIC:
1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE
COUNTY OF ALBEMARLE TRAFFIC ENGINEER.
2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY
TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED
OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS.
GENERAL NOTES
3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY
THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE.
6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES.
7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS
ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW,
BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF
WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED.
8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO
THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS.
9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC.
10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE
MOTORING PUBLIC.
11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS.
12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED.
13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA
PROTECTION MANUAL.
14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED.
15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES.
FIRE PREVENTION:
1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE
AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND
COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER
ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY
MECHANICAL MEANS.
2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE
STANDARDS.
4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT
EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG
BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND
DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A
MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
BENCHMARK TIE -DOWN AT
PROPOSED CENTERLINE
STA. 0+00
ti� BENCHMARK
1 1" = 50': 0 50 100
GENERAL SURVEY NOTES:
i
\ BENCHMARK TIE -DOWN AT �
\ PROPERTY CORNER /
TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY)
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
TOPOGRAPHY FIELD VERIFIED BY DANIEL HYER, P.E. ON FEBRUARY 23, 2021
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LIC. No. 45596,
ZONAL
APPROVED DCH
SUBMISSION N'_ 2
PROJEC 2102002
THE WORT, 01
I N E + G R A D E
PROPOSED LEGEND EXISTING
3
SANITARY CENTERLINE S
W
WATER CENTERLINE {N
STORM SEWER
GAS
GAS LINE GAS
UGE
UNDERGROUND POWER UGE
ODMM
UNDERGROUND COMMUNICATIONS -
OVHD
OVERHEAD UTILITY
CONTOUR LINE
382
382
CURB/CURB AND GUTTER
SPILL CURB WITH TRANSITION AREA
PAVEMENT MARKING LINE
BUILDING LINE
BUILDING OVERHEAD/PROJECTION
WALL
TREELINE%
PROPERTY LINE
- -
- -
EASEMENT LINE
BUILDING SETBACK LINE
---------------
- - - - - - - - - - - - - - -
ROAD CENTERLINE
-
CHANNEL CENTERLINE
BERM CENTERLINE
- - - -
LIMITS OF DISTURBANCE
======LOD =====
DRAINAGE DIVIDE
UTILITY POLE
ADA ACCESS PATH AND LANDING
DETECTABLE WARNING STRIP
SIGN
-�
12 4
PARKING/HANDICAP PARKING COUNTER 26 3
ENTRYWAY/INGRESS/EGRESS SYMBOL
TREE
C) 00
10 0 O
SHRUB
CONCRETE
BMP
RIPRAP
ABBREVIATIONS
AC ACRES
LP LOW POINT
ADJ ADJUST
LVC LENGTH OF VERTICAL CURVE
APPROX APPROXIMATE
MAX MAXIMUM
BC BACK OF CURB
MIN MINIMUM
BLDG BUILDING
ME MATCH EXISTING
BM BENCHMARK
NIC NOT IN CONTRACT
BVCS BEGIN VERTICAL CURVE STATION N.T.S. NOT TO SCALE
BVCE BEGIN VERTICAL CURVE ELEVATION OC ON CENTER
BW BOTTOM OF WALL
OD OUTSIDE DIAMETER
CL CENTERLINE
O/S OFFSET
CF CUBIC FEET
PC POINT OF CURVATURE
CG CURB AND GUTTER
PCC POINT OF COMPOUND CURVATURE
CONC CONCRETE
PI POINT OF INTERSECTION
D OR A DELTAANGLE
PRC POINT OF REVERSE CURVATURE
DIA DIAMETER
PROP PROPOSED
EC EDGE OF CONCRETE
PT POINT OF TANGENCY
EG EXISTING GRADE
PVC POINT OF VERTICAL CURVATURE
EL/ELEV ELEVATION
PVI POINT OF VERTICAL INTERSECTION
EP EDGE OF PAVEMENT
PVT POINT OF VERTICAL TANGENCY
EVCS END VERTICAL CURVE STATION R RADIUS
EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY
EX EXISTING
SAN SANITARY SEWER
FG FINISHED GRADE
SO STORM DRAIN
FND FOUNDATION
SF SQUARE FEET
GRVL GRAVEL
SMH SANITARY MANHOLE
HC HANDICAP
STA STATION
HP HIGH POINT
SW SIDEWALK
ID INSIDE DIAMETER
TC TOP OF CURB
INV INVERT
TEMP TEMPORARY
LAT LATERAL
THT THROAT
LF LINEAR FEET
TW TOP OF WALL
LOD LIMITS OF DISTURBANCE
TYP TYPICAL
Traffic Generation Summary
Location
Use
Num.
Units, SF
ADT/unit
ADT
Source
Bundoran Farm Drive
Single Family Residential
20
10
200
ITETrip Generation, 6th Ed Vol 1, p. 262
Ballyshannon Lane
Single Family Residential
5
10
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Derry Lane
Single Family Residential
15
10
150
ITETrip Generation, 6th Ed Vol 1, p. 262
Tom Forest Lane
Single Family Residential
5
10
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Tom Preserve Lane
Single Family Residential
5
10
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Winsome Orchard Lane
Single Family Residential
7
10
70
ITE Trip Generation, 6th Ed Vol 1, p. 263
Goodling Road
Single Family Residential
6
10
60
ITETrip Generation, 6th Ed Vol 1, p. 262
County Fair Lane
Single Family Residential
5
10
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Crescent Lane
Single Family Residential
5
10
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Hightop Drive
Single Family Residential
261
10
260
ITETrip Generation, 6th Ed Vol 1, p. 262
Carpenter Road
Single Family Residential
1 151
101
150
ITETrip Generation, 6th Ed Vol 1, p. 262
Quartz Hill Drive
Single Family Residential
1 51
101
50
ITETrip Generation, 6th Ed Vol 1, p. 262
Note: Table was copied from SUB2006000417. Information for Winsome Orchard Lane has been updated, but no other
changes have been made.
Pavement Design
RF =1.0
Location
ADT
HCV
Design ADT
CBR
SSV
Dr
Surface
h
a
Base
b
a
Sub -base
h
a
Dp
Prime and
Type 1, Size
Type 1(Min.
Bundoran Farm Drive
200
0
200
6.67
6.67
8.25
Triple Seal
0
0.84
#21-A
6
1
CBR 30)
4
0.6
8.4
Prime and
Type 1, Size
Ballyshannon Lane
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Type 1(Min.
Derry Lane
150
0
1501
6.67
6.671
7
Triple Seal
01
0.84
#21-A
6
1
CBR 30)
2
0.6
7.2
Prime and
Type 1, Size
Tom Forest Lane
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Tom Preserve Lane
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Winsome Orchard Lane
701
01
70
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Good ling Road
60
0
60
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
County Fair Lane
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Crescent Lane
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Prime and
Type 1, Size
Type 1(Min.
Hightop Drive
260
0
260
6.67
6.67
8.8
Triple Seal
0
0.84
#21-A
6
1
CBR 30)
51
0.6
9
Prime and
Type 1, Size
Type 1(Min.
Carpenter Road
150
0
1501
6.67
6.67
7.5
Triple Seal
01
0.84
#21-A
6
1
CBR 30)
3
0.6
7.8
Prime and
Type 1, Size
Quartz Hill Drive
50
0
50
6.67
6.67
6.4
Triple Seal
0
0.84
#21-A
6.5
1
N/A
6.5
Note: Table was copied from SUB2006000417. Information for Winsome Orchard Lane has been updated, but no other changes have been made.
Albemarle County Engineering
General Construction Notes for Private Roads
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
Transportation (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. Construction inspection of all proposed roads within the development will be made by the
County. The contractor must notify the Department of Engineering (296-5861) 48 hours
in advance of the start of construction.
3. All materials and construction methods shall conform to current specifications and
standards of VDOT. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
4. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and must be installed prior to any clearing, grading or other
construction.
5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results
shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not
obtainable, a revised pavement design shall be made by the design engineer and
submitted with the test results for approval.
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of
4:1 or better are to be achieved.
7. Surface drainage and pipe discharge must be retained within the public right-of-way or
within easements prior to acceptance by the County. All drainage outfall easements are to
be extended to a boundary line or a natural watercourse.
8. Guardrail locations are approximate. Exact length, location and appropriate end
treatments will be field determined at the time of construction. Additional guardrail may
be required at locations not shown when, in the opinion of the Director of Engineering, or
the Director--s designee, it is deemed necessary. When guardrail is required, it shall be
installed four (4) feet offset from the edge of pavement to the face of guardrail, and
roadway shoulder widths shall be increased to seven (7) feet.
Albemarle County Engineering & Public Works Policies
February 1997
9. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or C).
10. Where Waal cross sections are installed, all residential driveway entrances shall conform
to VDOT standard PE-1.
11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage
channel when, in the opinion of the Director of Engineering, or the Director=s designee, it
is deemed necessary.
12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on
all residential subdivision streets.
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will
not be allowed.
14. Upon completion of the roadway construction, street name signs shall be installed by the
developer at all street intersections. Signs and their installation shall conform to
"Albemarle County Street Name Sign Requirements". The developer shall be responsible
for maintenance of signs until roads have been accepted.
15. Road plan approval is subject to final subdivision plat validation. Should the final plat
for this project expire prior to signing and recordation, then approval of these plans shall
be null and void.
16. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the Director of Engineering, or the Director--s designee, they are
deemed necessary in order to provide safe and convenient access. All signs or other
regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control
Devices.
Atbemarle County Engineering & Public Works Policies
February 1997
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APPROVED DCH
SUBMISSION N'_ 2
PROJEC 2102002
THE WORT. 01
I N E + G R A D I
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fX Ift 0417= 71295(18 RCP) N �-
WOODEN POST TO BE REL OCA TEO
WOODEN POST
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/ ELEC. BOXES RE -GRADED AND WIDENED I uj
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DB 5045 PG 782 MCCONNELL, JAMES 8 WSNDY
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DANI�L�YER Lic. No. 45596
A C
�10NAL
APPROVED DCH
SUBMISSION N" 2
PROJEC 2102002
THE WORT, 01
_ I N E + G R A D E
/
EX. /NV. 007=709. 36(l8%ZCP)
ENTRANCE GEO-COORDINATES /
N3880408.79-- E,1143320733 \�
MILL & OVERLAY I
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PAVE FIRST 25FT ENTRANCE
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j EX. EOP TO REMAIN �\
PROPOSED PRIVATE DRAINAGE EASEMENT 1
/ INV. OUT 712.35'
/
/ EW-1 EX EDGE OF PAVEMENT 1
INCLUDES RAVED SHOULDER i
WIDEN ROAD TO 16 FT WITH 2 FT SHOULDER
THRU STATION 6+20 PER DETAIL 1/C2.2 i`
1
SHOULDER (TYP)
TMP 86-71 EOP (TYP)
BRA OSHA W, THOMAS 8 SARBARA
DB 5177 PG 382
.
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1" = 40': 0 40 80
715.
EX ROAD l�
PROPOSED STREET SIGN COMPLYING
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1
1— PROPOSED 37 LF 18" RCP @ 1.76%
� INV. IN 713.00'
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�CCL ALIGNMENT MATCHES ORIGINAL
� APPROVED ROAD PLANS SUB-2006-00417
PROPOSED 40'ACCESS EASEMENT
(
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1" = 40': 0 40 80
L or D-/
TMP 86-67
LEGRO, JEFFREY & JANET
OB 4709 PG 689
ZONED RA
CONTRACTOR TO GRADE ROAD AS
1 ` NECESSARY TO ENSURE SMOOTH SURFACE
EXISTING
7262 SF
/ ELEC B XES
INV, OUT=736.83(30'HOPE)
PROPOSED PRIVATE DRAINAGE EASEMENT
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MCCLELLAN, MATT 8 MEREDITH
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STAG+20THRU12+25 h
SEE DETAIL2/C2.2*2 JOr
TO ENSURE SMOOTH TRANSITION
FROM EX. GRAVEL TO PROPOSED ASPHALT
SEE DETAIL 5/C2.2
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(ROAD NOW SERVES 5 LOTS)
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PROJECT 2102002
THE WORK O F
LINE + GRAD EQi
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85
785
80
780
75
775
770
770
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60
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55
755
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START
ASPHALT PAVING
750
/
STA 6+20 THRU 12+25
/
45
745
EX. GRADE
SEE DETAIL 6/C2.2 PER DETAIL
/
A/310F ORIGINAL ROAD PLAN
/
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SUB 2006-00417
740
35
735
y.5
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CONTRACTOR
TO GRADE
ROAD AS NECESSARY
30
/
TO ENSURE
SMOOTH SURFACE
730
725
725
EX. GRADE
720
720
0 o
PROR GRADE
MIN. K=5
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
ROAD PROFILE STA 0+00 THRU 8+00
O H: 1" = 50': 0 50 100
V: 1" = 5': 0 5 10
5i
855
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855
850
850
7�
END ASPHALT
PAVING
Oo�o/
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845
845
840
840
l
835
EX. GRADE
835
830
830
825
825
/
820
820
/
AS -BUILT ROAD
GRADE
REFER TO
EXCEPTION REQUEST
/
815
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9
810
810
805
805
1
800
1
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795
795
790
790
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785
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ROAD PROFILE STA 8+00 THRU 13+50
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DANIEL C. HYER Y
LIC. No. 45596,
10IYAL
APPROVED DCH
SUBMISSION N'_ 2
PROJEC 2102002
THE WORT. 01
I N E + G R A D L
C201
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ES EP
1'
�rZ1 I I
�{ 1'
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40' ROW
-PRIME AND TRIPLE SEAL
6.0" TYPE 1, #21 A
AGGREGATE BASE
5.0" TYPE 1, SUB -BASE (MIN CBR=30)
EP ES Zy
2% a°r I- 1' YNP
I
1'
8 2'
41 9pFoow
"OO/T 27
CA/
NOTES:
1. SECTION APPLIES TO STA 0+92 THRU 6+12 (SEE VDOT ENTRANCE DETAIL FOR STA 0+00 THRU 0+92)
2. STREET SECTION DETAIL PER SUB-2006-00417 (K/29), REDRAWN BY L+G FOR LEGIBILITY
2.1
ES EP
1'
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00
2'
E
NEW 1.5" LAYER SM9.5A
EX. 6.5" TYPE 1, #21A
AGGREGATE BASE
EP ES
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1'
L6.5' 6.5 2'
10'ROW
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21
NOTES:
1. SECTION APPLIES TO STA 6+12 THRU 12+25
2. STREET SECTION DETAIL PER SUB-2006-00417 (E/29), REDRAWN BY L+G FOR LEGIBILITY
5
X
D
SEE NOTE 1
I \
I ,_
,
I
L
SHAPE TO BE
BEVELED r - - -
WITH MORTAR I F
LOW
DO NOT -----
- --
BEVEL B
INVERT a
NOTES: 1. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE
ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE.
IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE,
DITCH SLOPE, OR SHOULDER.
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE
SHEET 101.02.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL
SKEWS(0'TO 45").
5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT
WITH INVERT OR WINGWALLS OCCUR
EW-1
ENDWALL FOR CIRCULAR PIPE
DIAMETER OF PIPE CULVERT
12"
15"
18"
21" OR 24"
7" OR 30113311
OR 36"
A
0'-6"
0'-8"
0'-9"
0'-11"
1'-0..
1'-0"
B
0'-11"
1'-1"
T-3"
T-6"
1'-9"
2'-0"
C
T-4"
T-7"
1'-9"
21_2"
2'-6"
2'-g"
D
1'-0"
V-3"
1'-6"
2'-0"
2'-6"
3'-0"
F
0'-6"
0'-8"
0'-8"
0'-9"
0'-9"
0'-9"
H
2'-3"
2'-11"
3'-2"
3'-9"
4'-3"
4'-9"
L
4'-0"
V-0"
8'-0"
8'-0"
10'-0"
12'-0"
a
W-71/i
W-1)i"
0,_2"
0-_21/,"
0'_31/1
W-3-yi"
b
V-1"
O'-11/1'
0'-11/1
0,_2„
W-21/z,
0,_3„
CUBIC YARDS OF CONCRETE
CONIC. PIPE
1 0,241
0.492
1 0.697
1 1.319
1 2.067
2.947
C.M. PIPE
1 0.257
0.521
1 0.739
1 1.398
1 2.198
3.145
EW-1,1A
6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
EDGE OR BEVEL EDGE.
8. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1 ' OR LESS BELOW SHOULDER
LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
GRADE OF THE ROAD.
9. %" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
E VII
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
23"04"
30"1
34"x22"
38"x24"
42"x27"
45"x29"
49"x32"
53"x34"
A
0'-8"
0'-9"
0'-10"
0'-11"
0'-11"
V-0"
V-0"
1'-0"
B
T-2"
V-5"
1'-6"
1'-8"
1'-9"
1'-10"
1'-11"
1'-11"
C
1'-8"
1'-11"
2'-l"
2'_4"
2'-5"
21_7„
2'-8"
2'-9"
D
1'-2"
T-7"
T-10"
2'-0"
2'-3"
2'-5"
2'-8"
2'-10"
F
0,_81.
O,_81.
01_911
0'-9"
0,_91.
0,_9.,
01_91,
0,_91.
H
V-10"
3'-3"
3'-7"
3'-9"
41_0"
4'-2"
4,_5"
4'-7"
L
5'-5"
7'-2"
8'-6"
9'-2"
10'-2"
10'-11"
12'-l"
12'-11"
S
T-11"
2'-6"
2'-10"
3,_2"
3'-6"
3'-9"
4'-l"
4'-5"
a
0,_21/2"
0,_31/4"
0,_31/2"
0-_4„
0'-4ye'
0'-4Y4"
0,_5"
O'-51/z"
b
0,_2"
O'-2Y,"
0'-23'1'
Q,-3i,
O'-31/z"
0'-3)01
0,_4"
1
CUBIC YARDS OF CONCRETE
CONC.PIPE
1 0.502
0.855
1 1.236
1 1.500
1 1.811
2.101
2.512
2.801
SPECIFICATION �V170T
REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS
ROAD AND BRIDGE STANDARDS
105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET , of ,
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
,01.01
O16' PRIVATE STREET SECTION O 13' PRIVATE STREET SECTION WITH ASPHALT O
1"=5': 0 5 10 1" 5': 0 5 10
Albemarle County
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this list must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or geotech, or VDOT certified inspector. This should include, at a minimum,
a. California Bearing Ratio (CBR) tests,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
g. structural and related inspections for any bridges and foundations
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
B. As -built documents per items 1 and 2 above.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or
"generally in accord". Improvements were either built to plan, or they were not. As -built measurements,
construction inspections, and other field verifications should be cited and included. Tolerances should be
noted. The items not built according to plan must be listed, with explanations. Deviation in pavement
materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added,
this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of
pipes or grades, this should be verified by revised computations and attached to the letter. If there are
outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more
than a statement of opinion or assurance. Please demonstrate that the improvements and construction have
been inspected, investigated and documented, and are certified in detail, and county staff will not be in the
position of discovering discrepancies and deficiencies in the field.
D. Completed Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of
reductions, a letter listing the outstanding items that need to be completed before signing the certification is
acceptable. It must be signed by the owner. This form says all subdivision improvements have been
completed. It also says that all construction conforms to approved plans and any discrepancies have been
approved by the County.
ALB. CO. PRIVATE ROAD ACCEPTANCE
EXISTING ROAD
SURFACE
TRANSITION
4.5' ASPHALT TRANSITION
PROPOSED ASPHALT
SURFACE
1.5" SM 9.5A
OPAVEMENT TRANSITION DETAIL
1" = 2': 0 2 4
PRIVATE SUBDIVISION ROAD ENTRANCE DESIGN
ALONG STATE HIGHWAY WITH SHOULDERS
Note'
Entrance details shown on this sheet may be
Lu
modified to meet specific site reauinemenls as
directed or approved by the Engineer, when
;-I
based on sound engineering principles.
<
« Minimum 25 or R/W Line
All entrance grades shall start back of the
(which ever Is further)
shoulder line. If drainage is necessary, the
Z
ditch line may be moved back tp provide
1
w
l
at least 9" of cover over pipe, as shown
Sop
at right.
Entranceshall br paved to a minimum
width of
/
1
Entrance grades are to be smoothly tied Into
/
1
the roadway by rounding as necessary.
R=25' Min.
30,
Minimum radiuquire ,b 25', radius
Pipe Culverts if necessary
Id eminence.
may be required by local oMinance. Residency
Ditch
24'
R=25' Min.
Administrator or Regional Thai Engineer.
-�x - - - - - - Entrances in Fill to be same as above
except location of culvert (when necessary).
Shoulder Edge of Pavement Shoulder For Subdivision Streets and Alleys, radii should be in
accordance with Subdivision Street Design Guide
In the Road Design Manual, Appendix B.
I
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/ Minimum 50. I
Vertical curve Is/�
j Qa Gee 06's I E�
j Q�o?e
I
I Revised Ditch i G
Normal Ditch j Revised Ditch
Shoulder Normal Ditch
Shoulder
ALTERNATE METHODS FOR PLACING PIPES UNDER ENTRANCES
FIGURE 4-8 COMMERCIAL ENTRANCE DESIGN TO SERVE A PRIVATE SUBDIVISION ROAD / STREET
OVDOT PRIVATE ENTRANCE DETAIL
EW-1 & 1A
10-YR STORM PIPE COMPUTATIONS
*Drainage *Known Inv. Pipe Pipe Pipe Pipe
Line ID Area C. Inv. Up Down Length Slope Size Capacity Velocity
(Ac) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (ft/s)
Entrance Culvert 4.40 7.08 713.00 712.35 37.00 1.76% 18 16.46 8.87
*Drainage Area and 10yr Peak Flow Information from SUB-2006-00417
OPIPE CAPACITY
WP-2
x EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
--------------
EXISTING SUBBASE I PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 �/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
5. EXISTING PAVEMENT MARKINGS MID MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
XV DOT
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
303.02
Ee
W P-2
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
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0000011 Z l
DANIEL C. HYER a
LIC. No. 45596,
'10NAL B�A:_A
APPROVED DCH
SUBMISSION NO. 2
PROJECT 2102002
T H E W 0 R K O F
I N E + G R A D E
C2m2
FIGURE 4-8 COMMERCIAL ENTRANCE DESIGN TO SERVE A PRIVATE SUBDIVISION ROAD / STREET
OVDOT PRIVATE ENTRANCE DETAIL
EW-1 & 1A
10-YR STORM PIPE COMPUTATIONS
*Drainage *Known Inv. Pipe Pipe Pipe Pipe
Line ID Area C. Inv. Up Down Length Slope Size Capacity Velocity
(Ac) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (ft/s)
Entrance Culvert 4.40 7.08 713.00 712.35 37.00 1.76% 18 16.46 8.87
*Drainage Area and 10yr Peak Flow Information from SUB-2006-00417
OPIPE CAPACITY
WP-2
x EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
--------------
EXISTING SUBBASE I PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 �/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
5. EXISTING PAVEMENT MARKINGS MID MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
XV DOT
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
303.02
Ee
W P-2
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
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0000011 Z l
DANIEL C. HYER a
LIC. No. 45596,
'10NAL B�A:_A
APPROVED DCH
SUBMISSION NO. 2
PROJECT 2102002
T H E W 0 R K O F
I N E + G R A D E
C2m2
*Drainage Area and 10yr Peak Flow Information from SUB-2006-00417
OPIPE CAPACITY
WP-2
x EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
--------------
EXISTING SUBBASE I PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 �/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
5. EXISTING PAVEMENT MARKINGS MID MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
XV DOT
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
303.02
Ee
W P-2
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
315
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0000011 Z l
DANIEL C. HYER a
LIC. No. 45596,
'10NAL B�A:_A
APPROVED DCH
SUBMISSION NO. 2
PROJECT 2102002
T H E W 0 R K O F
I N E + G R A D E
C2m2
EROSION & SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL MEASURES: MAINTENANCE:
THIS PROJECT CONSISTS OF A PRIVATE RESIDENTIAL STREET IN THE RURAL AREA. THE DISTURBANCE AREA ASSOCIATED WITH THIS PROJECT IS ±0.396 AC
(17,262 SF). IT IS ANTICIPATED THAT THE WORK WILL START IN MARCH 2O21 AND LAST 2 MONTHS.
EXISTING SITE CONDITIONS:
THE SITE CONSISTS OF AN EXISTING PRIVATE STREET WHICH NEEDS UPGRADES TO CONFORM TO COUNTY CODE. THE SLOPES WITHIN THE PROJECT AREA
RANGE FROM 5 TO 50%.
ADJACENT AREAS:
THE PROPOSED PROJECT IS ADJACENT TO MULTIPLE SINGLE FAMILY RESIDENCES WHICH THE ROAD SERVES. OWNERS AND TAX MAP PARCELS ARE LISTED
ON SHEET CO.O.
OFF -SITE AREAS:
IT IS NOT ANTICIPATED THAT ANY OFF -SITE AREAS WILL BE DISTURBED DURING CONSTRUCTION. UNSUITABLE MATERIALS RESULTING FROM THE
PROPOSED WORK SHALL BE HAULED FROM THE SITE AND DISPOSED OF AT AN APPROVED DISPOSAL SITE PERMITTED SEPARATELY FROM THIS PROJECT.
SOILS:
SEE THE USDA SOILS DELINEATION MAP ON THIS SHEET.
CRITICAL AREAS:
THIS SITE HAS AREAS OF STEEP (50%) SLOPES. STABILIZATION MEASURES DETAILED ON THIS SHEET SHALL BE ADHERED TO.
EROSION & SEDIMENT CONTROL MEASURES:
REFER TO THIS SHEET FOR A LIST OF ALL PROPOSED EROSION AND SEDIMENT CONTROL MEASURES TO BE USED ON SITE.
PERMANENT STABILIZATION:
THE SITE WILL BE STABILIZED THROUGH THE USE OF PERMANENT SEEDING, STONE AND RIPRAP, LANDSCAPING, AND PAVEMENT. SEEDING INFORMATION,
DATES AND AMENDMENTS ARE INCLUDED ON THE PLANS. SOIL TESTING SHALL BE COMPLETED THE CONTRACTOR TO DETERMINE THE SUITABILITY OF
EXISTING SOILS AND THE NEED FOR ANY SOIL AMENDMENTS TO ENSURE THAT PERMANENT SEEDING WILL GROW EFFECTIVELY.
STORM WATER RUNOFF CONSIDERATIONS:
STORM WATER RUNOFF FOR THIS SITE WAS TAKEN INTO ACCOUNT WITH THE SUBDIVISION PLANS SUB2OO6-00417. THIS PROJECT WILL BRING THE SITE
INTO CONFORMANCE WITH THE ORIGINAL PLANS. THE PROPOSED WORK INCLUDES THE REPAIR OF EXISTING AREAS OF EROSION THROUGH THE USE OF
RIPRAP. STORMWATER RUNOFF DURING CONSTRUCTION WILL BE DIRECTED THROUGH APPROPRIATE EROSION AND SEDIMENT CONTROLS TO CLEAN
WATER BEFORE DISCHARGING TO AN ADEQUATE OUTFALL PROTECTED FROM EROSION AND SEDIMENT AS SHOWN ON THE PLANS.
MAINTENANCE:
ALL E&S MEASURES SHALL BE INSPECTED REGULARLY AS REQUIRED BY STATE STANDARDS AND MAINTAINED IN GOOD WORKING ORDER. REQUIRED
REPAIRS SHALL BE MADE IMMEDIATELY. SEE THE MAINTENANCE NARRATIVE ON THIS SHEET FOR SPECIFIC MAINTENANCE ITEMS AND INSPECTION TIMES.
3 WWN
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Custom Soil Resource Report
Soil Map
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UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND VESC
HANDBOOK OR COUNTY OF ALBEMARLE STANDARDS, WHICHEVER ARE MORE STRINGENT.
CULVERT INLET PROTECTION - 3.08
A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS
OUTLET PROTECTION - 3.18
A PERMANENT OUTLET PROTECTION MEASURE THAT CONSISTS OF STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES
PLACED AT THE OUTLETS OF ALL PIPES OR PAVED CHANNEL SECTIONS.
TEMPORARY SEEDING - 3.31
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR PERIODS OF 30 DAYS
TO ONE YEAR BY SEEDING WITH APPROPRIATE RAPIDLY -GROWING ANNUAL PLANTS.
PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH -GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
YEAR OR MORE OR WHERE PERMANENT VEGETATIVE COVER IS NEEDED ON FINE -GRADED AREAS IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
TECHNICAL BULLETIN NO. 4: NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES.
MULCHING - 3.35
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW
VELOCITIES. FOSTERS PLANT GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT OR COLD. SHOULD BE
APPLIED TO ALL SEEDING OPERATION, OTHER PLANT MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BARE AREAS
WHICH CANNOT BE SODDED DUE TO THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL LOSS.
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 TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC5O-30).
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. THE NAME OF THE RESPONSIBLE LAND
DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN ON
THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE
REVOKED.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON AS THE FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE 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 LIMITED TO OFF
SITE BORROW OR WASTED AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND
DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE
CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD
SURFACE.
ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR AN
ANTICIPATED DURATION OF GREATER THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT
HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE.
ES-13: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA (CBPA)
OR ONE ACRE OR GREATER OUTSIDE THE CBPA. FOR MORE INFORMATION VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING
WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx
IN GENERAL, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RAINFALL EVENT GREATER THAN 0.25
INCHES. MEASURES SHOULD BE CLEANED AND REPAIRED ACCORDING TO THE FOLLOWING SCHEDULE AND THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE FOLLOWING WILL BE CHECKED IN PARTICULAR:
1. THE CONSTRUCTION ENTRANCES AND CONSTRUCTION ROAD STABILIZATION AREAS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY THROUGH PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND/OR WASHING AND
REWORKING OF EXISTING STONE.
2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SILT FENCE AFTER EACH RAINFALL. UNDER NO CIRCUMSTANCES SHALL DEPOSITS BE ALLOWED TO
ACCUMULATE ABOVE HALF THE HEIGHT OF THE FENCE. DAMAGED OR UNDERCUT SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SHOULD SILT FENCE
BECOME INEFFECTIVE OR REACH THE END OF THE EXPECTED USEABLE LIFE, FABRIC SHALL BE REPLACED IMMEDIATELY. UPON SILT FENCE REMOVAL,
DRESS ANY SEDIMENT DEPOSITS TO CONFORM WITH EXISTING GRADE AND SEED.
3. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT. IF EXCESSIVE SEDIMENT IS PRESENT, OR IF EXCESSIVE PONDING OCCURS AFTER
RAINFALL, THE STONE SHALL BE PULLED AWAY AND CLEANED OR REPLACED.
4. STONE USED IN CULVERT INLET PROTECTION SHALL BE INSPECTED REGULARLY FOR CLOGGING AND REPLACED AS NEEDED TO MAINTAIN FULL
FUNCTIONALITY. UNDER NO CIRCUMSTANCES SHALL SEDIMENT BE ALLOWED TO ACCUMULATE ABOVE ONE-HALF OF THE HEIGHT OF THE INLET
PROTECTION. ACCUMULATED SEDIMENT SHALL BE REMOVED AND UPSTREAM AREAS PERMANENTLY STABILIZED BEFORE THIS CONTROL IS REMOVED.
5. CHECK DAMS SHALL BE INSPECTED REGULARLY TO ENSURE THE CENTER OF THE DAM IS LOWER THAN THE EDGES. SEDIMENT SHALL BE REMOVED
WHEN IT REACHES ONE HALF THE HEIGHT OF THE DAM.
6. ANY SOIL WITHIN TREE PROTECTION AREAS THAT IS INADVERTENTLY COMPACTED SHALL BE AERATED WITH AN IRON BAR EVERY 18 INCHES TO A DEPTH
OF 12 INCHES. PHYSICAL DAMAGE TO TREES SHALL BE REPAIRED AS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION
3.38. TREES THAT ARE STRESSED OR DAMAGED SHALL RECEIVE AN APPROPRIATE APPLICATION OF FERTILIZER TO AID RECOVERY.
7. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS
NEEDED.
8. ALL TEMPORARY EROSION AND SEDIMENT MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED
AND VEGETATION IS ESTABLISHED. FINAL SITE STABILIZATION SHALL BE APPROVED BY THE OWNER AFTER THE INSPECTOR HAS DETERMINED THAT THE
SITE IS STABILIZED.
MANAGEMENT STRATEGIES:
THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS
PROJECT AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN PROJECT LIMITS.
1. CONSTRUCTION WILL BE SEQUENCED SO THAT TRENCHING AND EXCAVATION OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
2. SOIL STOCKPILES WILL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES. STOCKPILES REMAINING FOR MORE THAN 14 DAYS SHALL
BE TEMPORARILY SEEDED.
3. THE CONTRACTOR SHALL USE APPROPRIATE CONSTRUCTION METHODS TO MINIMIZE DISTURBANCE ALONG MANAGED SLOPES AND EXISTING STEEP
SLOPES WHERE EROSION HAZARD IS HIGH.
4. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED WITH INLET PROTECTION SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM.
5. PREVIOUSLY GRASSED AREAS SHALL BE SEEDED AND STRAW MULCHED IMMEDIATELY AFTER TRENCHING OPERATION.
6. ALL THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED 48 HOURS AFTER EVERY RAIN EVENT GREATER THAN 0.25 INCHES AND
EVERY 5 DAYS EVEN IF A RAIN EVENT DOES NOT OCCUR. REQUIRED REPAIRS SHALL BE MADE AS NEEDED TO MAINTAIN DESIGNED STANDARD.
7. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVERED IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
MINIMUM STANDARD COMPLIANCE:
MS-1 HAVE TEMPORARY AND PERMANENT STABILIZATION BEEN ADDRESSED IN THE NARRATIVE? HAVE THE PROPOSED PRACTICES BEEN SHOWN ON
THE PLAN? YES
SEED SPECIFICATION YES MULCHING YES GRAVEL YES
MS-2 HAS STABILIZATION OF SOIL STOCKPILES BEEN ADDRESSED IN THE NARRATIVE?
IS SEDIMENT TRAPPING MEASURES PROVIDED? YES.
MS-3 HAS MAINTENANCE OF PERMANENT STABILIZATION BEEN ADDRESSED FOR EXPOSED AREAS? YES.
MS-4 ARE SEDIMENT TRAPPING FACILITIES TO BE CONSTRUCTED AS A FIRST STEP IN LDA? YES.
MS-5 HAS STABILIZATION OF EARTHEN STRUCTURES BEEN ADDRESSED? YES.
MS-6 ARE SEDIMENT BASINS REQUIRED WHERE NEEDED? NO. N/A.
MS-7 HAS STABILIZATION OF CUT AND FILL SLOPES BEEN ADEQUATELY ADDRESSED? YES.
MS-8 ARE PAVED FLUMES, CHANNELS OR SLOPED DRAINS REQUIRED WHERE NECESSARY? NO. N/A.
MS-9 HAS STABILIZATION THROUGH SURFACE ROUGHENING OR OUTLET PROTECTION BEEN ADDRESSED? YES.
MS-10 IS ADEQUATE INLET PROTECTION REQUIRED ON ALL OPERATIONAL STORM SEWER INLETS? YES.
MS-11 HAS MAINTENANCE OF PERMANENT STABILIZATION BEEN ADDRESSED FOR CONVEYANCE AND RECEIVING CHANNELS? YES.
MS-12 ARE IN STREAM CONSTRUCTION MEASURES REQUIRED SO THAT CHANNEL DAMAGE IS MINIMIZED? NO. N/A.
MS-13 ARE TEMPORARY STREAM CROSSINGS OF NON -ERODIBLE MATERIAL REQUIRED WHERE APPLICABLE? NO. N/A.
MS-14 THIS REGULATION REQUIRES THAT ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES BE FOLLOWED. NO. N/A.
MS-15 HAS RESTABILIZATION OF AREAS SUBJECT TO INSTREAM CONSTRUCTION BEEN ADEQUATELY ADDRESSED? NO. N/A
MS-16 IS STABILIZATION OF UTILITY TRENCHES ADDRESSED? NO. N/A.
MS-17 IS THE TRANSPORT OF SOIL AND MUD ONTO PUBLIC ROADWAYS PROPERLY CONTROLLED? (I.E. CONSTRUCTION ENTRANCES, WASH RACKS,
DAILY CLEANING OF ROADWAYS, TRANSPORT OF SEDIMENT TO A TRAPPING FACILITY) YES.
MS-18 HAS THE REMOVAL OF TEMPORARY PRACTICES BEEN ADDRESSED? YES.
HAS MAINTENANCE OF PRACTICES BEEN ADDRESSED? (I.E. REPAIR OF STRUCTURES AND REMOVAL OF ACCUMULATED SEDIMENT) YES.
MS-19 ARE PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT ADEQUATELY PROTECTED FROM EROSION AND SEDIMENT DEPOSITION
DUE TO INCREASES IN PEAK STORM WATER RUNOFF? YES.
EROSION AND SEDIMENT CONTROL SEOUENCING:
1. CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION MEETING WITH THE PLAN APPROVING AUTHORITY PRIOR TO ANY LAND DISTURBANCE OR E&S CONTROL
INSTALLATIONS.
2. INSTALL STORMWATER INLET PROTECTION AND OUTLET PROTECTION AROUND EXISTING ROAD CULVERTS.
3. ONCE INITIAL MEASURES ARE IN PLACE, REQUEST AN INSPECTION OF THE INITIAL EROSION AND SEDIMENT CONTROL MEASURES FROM THE COUNTY OF
ALBEMARLE E&S INSPECTOR. CALL 24-HOURS IN ADVANCE OF INSPECTION.
4. PROTECT PERMANENT VEGETATION FOR THE DURATION OF THE PROJECT.
5. COMMENCE DEMOLITION NECESSARY TO PERFORM PROPOSED WORK ONLY (INCLUDING EXCAVATION WORK).
6. CONTRACTOR TO LEAVE EXISTING STABILIZED AREAS IN A NON -EROSIVE CONDITION UNTIL NECESSARY TO INSTALL PROPOSED IMPROVEMENTS. DISTURBED
AREAS NOT IMPROVED SHALL BE SEEDED WITHIN 14 DAYS OF DISTURBANCE.
7. CONSTRUCT NEW ROAD CULVERT, STARTING AT THE DOWNSTREAM TERMINUS OR TIE-IN. BACKFILL ALL EXCAVATIONS AND TRENCH AREAS.
8. COMMENCE CONSTRUCTION OF PROPOSED ROAD WIDENING AND PAVING.
9. FOR GRASSY AREAS: INSTALL PERMANENT SEEDING AND MULCH. STABILIZE ALL DISTURBED AREAS.
10. REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
15. DRESS AND OVER -SEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. STABILIZE ALL REMAINING DISTURBED AREAS
WITH TOPSOIL, SEED, AND MULCH ONCE WORK IS COMPLETE.
16. AFTER FINAL SITE STABILIZATION AND APPROVAL FROM THE APPROPRIATE EROSION AND SEDIMENT CONTROL AUTHORITY, THE INLET PROTECTION SHALL BE
REMOVED. OUTLET PROTECTION IS TO REMAIN.
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THE WORT. 01
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SILT FENCE CULVERT INLET
PROTECTION
'DISTANCE IS 6' MINIMUM IF FLOW
FLOW
IS TOWARD EMBANKMENT
T T
OPTIONAL STONE COMBINATION
FLOW
I RIPRAP
"VDOT it #357 OR #5 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
Source: Adapted from VDOT Standard
Sheets and Va. DSWC
Plate 3.08-1
PIPE OUTLET CONDITIONS
A A
'IPE OUTLET To FLAT
REA WITH NO DEFINED
HANNEL
� La
II— II d
SECTION A —A FILTER CLOTH KEY IN 6--9"; RECOMMENDED FOR ENTIRE PERIMETER
ado (MIN.)
'IPE OUTLET TO WELL
)EFINED CHANNEL
I
d
SECTION A —A T-
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC
Plate 3.18-1
STONE CONSTRUCTION ENTRANCE
GROUND
70' MIN.
A
FILTER CLOTHS 6" MIN.I A I
SIDE ELEVATION
EXISTING
PAVEMEN
1
MOUNTABLE BERM
(OPTIONAL)
70' MIN.
B WASHRACK 10' MIN.
F (OPTIONAL) _. _- I__
�I�II�IIIIi•'•r�"�1•�•:':�
VDOT #1 I ~� POSITIVE DRAINAGE L'MIN.
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12' MIN.
1 —.1. C`r-/-xT1 r%KI A A
RExrvn ua,cu urviwr., c �1. 1
SECTION B-B
Source: Adapted from 1983 Maryland Standards for Soil
Erosion and Sediment Control, and Va. DSWC
Plate 3.02-1
TABLE 3.31-B
(REVISED JUNE 2003)
TEMPORARY SEEDING SPECIFICATIONS
QUICK REFERENCE FOR ALL REGIONS
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryegrass
Sept. 1-Feb. 15
(Lolium multi-florum)&Cereal
5P100 Ubs/acre)
(Winter) Rye (Secale creale)
Feb. 16-Apr. 30
Annual Ryegrass folium multi -flora m)
60-100 (WW.cre)
May 1-Au&31
German Millet
50 im/acre)
FERTILIZER & LIME
Apply 10-10-10 Fertilizer at a rate of 450 lba/acre (or 10 tbs. / 1,000 sq. ft)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 so. ft)
NOTE
1. Aand test is necessary to determine the actual amount of lime re tuired to adjust the soil pH of site.
2. Incorporate the lime and fertilizer into the tap 46 inches of the soil by tlisking or by other means.
3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin N4
2003 Nutrient Management for Development Sites at http://www.de .vironia.gm/Programs/water/SW mmW
Management/PUbllcana ysaspX
TABLE 3.32-D
(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA
SEED
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tall Fescue
95-100%
Minimum Cam Lawn
Perennial Ryegrass
&5%
(Commercial or Rest armed)
Kentucky Bluegrasst
0-5%
Total: 17620013
HighMaintenanceLawn
Tall Fescue
Total: 200-250 lbs.
Tall Fescue
1281bs.
General Slope(3:1 orless)
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
2Its.
201bs.
Total: 150 lbs.
Tall Fescue'
108 Its.
Wvr Maintenance Sloce
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
CrownvetcO
2lbs.
201bs.
20 lbs.
(Steeper than 3A)
Total: 1501bs.
1- When selecting variants of turfghms, use the Virginia Crop Improvement Association (VCIA) recommended
turfghms variety list. Quality seed will bear a label ind caring that they am approved by VCIA. A current turtgrass variety
list is available at the local County Extension office or through VCIA at 804-746A884 or a[
httpV/sutlao.cass.vtetlulh"I/T.rf/turf/p.blicati.nWpublicanans2.html
2. - Use seasonal nurse crop in accordance with the seeding dates as stated below:
February 160 -Apnl. Annual Rye
May V -August 15 . Foxtail Millet
August le -October Annual Rye
NovemberFebruary15�.................................. Winter Rye
3-Substitute Sericea Im pedeza for Cmwnvetch east of Farmville, VA ( May through September use hulled seed, all
other perimis, use unhulletl Sericea.) If Fatima is used, increase rate to 30lbs./acm. If Weeping Lovegrass is used,
include in any slope or low maintenance mixture during warmer seeding penods, increase to 30 40.
FERTILIZER & LIME
Apply 10-20-10 Fertilizer at a rate of 500 lbs/acre (or 12 lbs. / 1,000 sq. ft)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 tbs. / 1,000 sq. ft.)
NOTE:
-A soil test is necessary to demon me the actual amount of lime required to adjust the soil pH of site.
-Incorporate the lime and fertilizer into the top 4 6 inches of the soil by disking or by other means.
- When applying Slowly Available Nitrogen, use rates available in Emsion & Setliment Control Technical Bulletin N4
2003 Nutrient Management for Development Sites at httpV/www.deq.virginia.gov/Programs/water/Stormwater
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ROUDABUSH, GALE &ASSOCIATES, INC. JUNE 2020. ALL HORIZONTAL
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CD
DESIGNED BY:
OTHER FIRM
DRAWN BY:
JLF
CHECKED BY:
JILT
DATE:
JULY 28 2020
SCALE:
1"=40'
JOB:
BUNDORAN
FILE:
8236
SHEET:
AB30F AB7