HomeMy WebLinkAboutWPO202100056 Plan - VSMP 2021-10-01LU ta
WAVERLY RESIDENCE
z
0
VSMP z
z
ALBEMARLE COUNTY, VIRGINIA
�
z
PROJECT SUMMARY
NAME OF PROJECT: WAVERLY RESI DEN CE
V
PROJECTADDRESS: NEAR 7085 BATESVILLE ROAD AFTON, VA 22920
DEVELOPMENT TYPE:
BY -RIGHT RESIDENTIAL
MAGISTERIAL DISTRICT:
BATESVILLE
PROJECTSUMMARY:
SINGLE FAMILY RESIDENCEW/AGRICULTURAL USES
APPLICANT/OWNER:
OWNER:
CYRENA SPARKMAN
CONTACT:
CHARLES SPARKMAN
ADDRESS:
2502 BUCKELEW DR
FALLS CHURCH, VA 22046
PHONE:
434-825-1992
EMAIL:
CHARLES.LEE.SPARKMAN@GMAIL.COM
ENGINEER OF RECORD:
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 SURVEYAND TOPOGRAPHY:
SOURCE: ROGER W. RAY & ASSOCIATES, INC.
CONTACT: BRIAN RAY
(SURVEY DATED 03/03/2021)
ADDRESS: 663 BERKMAR COURT
CHARLOTTESVILLE, VA 22901
PHONE: 434-293-3195
EMAIL: BRIAN@RAYSURVEYING.COM
*SITE FIELD VERIFIED BY DESIGN ENGINEER KENDRA PATRICK AND DANIEL HYER ON 9/30/21
PARCELS:
PARCEL I D:
08500-00-00-001DO
OWNER:
CYRENA W. SPARKMAN
CONTACT:
ZONED:
RA
OVERLAYS:
FLOOD HAZARD
PROFFERS:
NONE
LEGAL AREA:
55.45 AC
PROPOSED SITE PLAN REQUIREMENTS
BUILDING HEIGHT:
SETBACKS:
BUILDING FOOTPRINTS:
MAX HEIGHT ALLOWED =
MAX PROPOSED BUILDING HEIGHT=
FRONT BUILDING SETBACK =
SIDE BUILDING SETBACK =
REAR BUILDING SETBACK =
MAIN RESIDENCE=
GARAGE=
ALLOWED OR REQ'D
35 FT
18 FT
75 FT
25 FT
35 FT
5,430 SF
2,257 SF
TOTAL = 7,687 SF
VICINITY MAP N
SCALE: 1" = 3,000'
US-250
p e D
Q
e. �•�� as
.o
Q STOCKTON MILL CRK
•d
0
DIC WODOSRO o 0
o
o • 0 1 •�, �q ° o
— PROJECT
LOCATION
= 'I
BATESVILLE RD
. e
.BA ESVILLE>
e Q
J
LOCATION MAP ;
SCALE: 1" = 500'
DESIGN INFORMATION:
DISTURBANCE AREA: 3.05 AC (132,944 SF)
PROPOSED IMPERVIOUS AREA: 0.40 AC
12 DIGIT HUC CODE: 020802040101
SHEET LIST TABLE
Sheet Number Sheet Title
UTILITY OWNERS:
ELEC.: CENTRAL VA ELECTRIC COOPERATIVE
WATER: PRIVATE WELL
SANITARY SEWER: PRIVATE SEPTIC
CO.0
Title Sheet
C0.1
General Notes
CO.2
General Notes
C1.0
Existing Conditions and Soils Map
C2.0
Erosion and Sediment Control Narrative
C2.1
Erosion and Sediment Control Plan - PH1
C2.2
Erosion and Sediment Control Plan - PH2
C2.3
Erosion and Sediment Control Details
C3.0
Driveway Plan and Profile
C3.1
Driveway Details
C4.0
Grading & Utility Plan
C5.0
Predevelopment Stormwater Management Plan
C5.1
Postdevelopment Stormwater Management Plan
C5.2
Stormwater Management Details
C5.3
VRRM Compliance
X0.0
SURVEY
16 TOTAL SHEETS
SUBMITTAL LOG
SUBMISSION DESCRIPTION
1 100% DESIGN
RECIPIENT
COMMUNITY
DEVELOPMENT
SUBMITTAL DATE
10/01/2021
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
W
z
J
LLJ
0 Q
z z
LLJ 0
W
0 >
w 2?
cf) O
> U
J Lu
N J
LL.I
m
TH OF�
>�o�1?021 ,
DANIEL C. HYER Y
Lic. N0. 45596,
!ORAL
APPROVED DCH
SUBMISSION NO. 1
PROJECT 2107007
T H E W 0 R K O F
L I N E + G R A D E
Como
GENERAL CONSTRUCTION NOTES: UTILITIES: 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 ALBERMARLE. 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 ALBERMARLE 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 ALBERMARLE 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 ALBERMARLE 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 ALBERMARLE
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
CORNER OF STRUCTURE
N77°0343`E
OLD ROAD TRAIL CONNECTION
BENCHMARK TIE -DOWN AT
START OF ALIGNMENT
STA. 0+00.00
BENCHMARK TIE -DOWN
AT CORNER OF HOUSE
-Z 1
BENCHMARK TIE -DOWN
Zi
1 - 50,..
0 50 100
GENERAL SURVEY NOTES:
MAIN DRIVEWAY
TOPOGRAPHY SOURCE: AERIAL SURVEY (SEE ATTACHED SURVEY SHEET XO.0)
FIELD VERIFIED BY KENDRA PATRICK AND DANIEL HYER 9/30/21
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS: (SEE IMAGES ABOVE)
m
n
m
m
BENCHMARK TIE -DOWN p
AT START OF WORK n
a
STA. 0+00.00
w
0
Q
U
W
z
w
U Q
z z
w
o >
coo
w ~
Z
cf) O
J % w
N J
L.L Q
w
m
Q J
Q
ta
Z
EtC
tL
uj
Z
Z
uj
w
0
W
z
fw
V
TH OF�
DANIEL C. HYER
9
Lic. No. 45596,
TONAL
APPROVED DCH
SUBMISSION1 NIV 1
PROJECI 2107007
T HE W OR K OF
L IN E + G R AD E
PROPOSED LEGEND EXISTING
S
SANITARY CENTERLINE S
W
WATER CENTERLINE W
STORM SEWER
GAS
GAS LINE GAS
UGE
UNDERGROUND POWER UGE
ODMM
UNDERGROUND COMMUNICATIONS COMM
OVHD
OVERHEAD UTILITY F 0VHO
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 r
► �► '
DETECTABLE WARNING STRIP
SIGN
—�
—�
12 4
PARKING/HANDICAP PARKING COUNTER 26 3
ENTRYWAY/INGRESS/EGRESS SYMBOL
TREE
1
f Q
SHRUB O+
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 4 DELTA ANGLE
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
SD STORM DRAIN
FIND 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
COUNTY OF ALBEMARLE
Department of Community Development
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers — biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter media must be an approved state mix.
13. Access roads — show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
LIJ
U
z
LIJ
0
►=
Q
z
Cn
0
LIJ
>
O
�z
z
Z:)
J
O
Ir
J
w
Q
z
w
V L
m
J
0
Q
TH OF�
>�0�1?02>
DANIEL C. HYER
,
Y
Lic. No. 45596,
TONAL
APPROVED DCH
SUBMISSION NO. 1
PROJECT 2107007
T H E W 0 R K O F
L I N E + G R A D E
COm2
=-; -, \•-/-�-/ _ ; //���=/=i / _� I I I I / / J 1 I - - III II IL =_ - - //,/�/// � /
T.M \LZJ
Lll 7/-24C1 / r 2
-` �� CHARLES AND PAMELA
�\\\ �� _ - -� �\� \\ \\ \\�\ \ \ \ \ \ \ / / / ' - ✓ �� \ _ R/CHARDS TRUST
F _ 30. 06 �
ZONED: R4 i
USE. RESIDENTIAL =11029'
�j
(2020) T. M. 71-23A
ROBERT AND CAROL JAHRSDOERFER
DB 1472 PG 251
ZONED - RA
USE: RESIDENTIAL
3/ E 140.29,
i IRON SET /N STUMP (2020)
ROBERT S. T. M.
8 ELIZABETH \\II I / / _\\ \\\ \ \ \ \ \ C 6
\ N/ry - �, / / / /
III > 1 / IIII/ �\� \�\ t r 35 - -� r / _ //
/ \ C. MCCONELL � III IIII � / � /// /r� \ �AFT � _
IIIIII /;-� /// \\\ \\\ \
/ 1 OB ZONED: R4 24 / /r // i o p /� //
� JJJ 11 -Q� � / � \ \\ q-__
USE- RESIDENTIAL / /// i ' i / C 0. J IIIIII I / // \\\\\\\\\� \\\�\ _ \ ✓
v I \ \\ \
P�;
\/// y/ /
\ %
%��\\\' /
W/I
T. M. 95-1D TRACT 2 \��\ /�i�` //��_ -_ �\\� \� \\\�f// ///
\ \\\// _
_\\\\� l // /(
55.45 % CRES
CYRElV,4 W. SP,4RKM,4/V
\\\\\ /
D. B. 5439-179 D.B. 5433-135
�`\��=�`J �JI IIIII I I I IIIII II I \\\\ /
\\ ✓ i�i/i/% /// z l j, - ��/� i/�i/i /� ; 5 136 PL% T\�3�
,, //�//��//11zl1I
i v / j // / // /IIII/ ZOIUED: R%
\V//%///////ice _ / - % �,i r" /✓//i USE.- RESIDENTIAL
vvwvv vvvvwI IIII 6,0 A., vvvv,, II III , �\
\\\\ 1111 1
ice \\
/// / / ✓. // /// ////l fl �
- yv v v 1 IIII ry v�y vvII IIII ll to \\
/ / \�,\\ \\ \ I I I \\ \ // IIII/ i�-// %/ / / // / - \ \\ \� \\\ \ _ \\\\\� I IIII \
`�11
(
� I\II�`, II I ///////fps 111 111 I<</� �B i / \
II / I�1 III II I (II)
/--
//�
\�1� \ \\\ Il III IIIIII
\�\\�\\' �I (IIIIIIII I I II 111
\ LOD 13294\4
/ IIII IIII
/ //iIIIIiii/
I \
X4
I/11IIIIIIII�IIIIIIi�III�III,I�\������
T.M.85-IC = \ ?»�>/ /i // I �� _ =' / / / / /) o (I I L lM/TS OF SURI EYED TOP
JAMES AND L YNA RENEE ARNOLD v / / ��{ _ _ i / // // // / � // � / „° ` I 1 I )
DB 5433 PG /30
ZONED.• RA ` / IIII/ i i /// %i J I/�J) I ^� / l / ✓
\ USE RESIDENTIAL
\ %/' �
IIII
\\\\\\\\\\ \ I %/
\\ \\
\\\\\\\\\\\\\ \1�
LINE
BEARING
DISTANCE
LI
N4/°49'50'E
36.40
L2
N5803/'5/'E
58.24
L3
N04043'00'E
77.59
L4
N5/°30Y/'E
76.71
L 5
N3/ °52'02'E
64.90
L6
N85°45'3/'E
57.27
L7
N37°0923'E
67.62
L8
N42038'58'E
178.98
�,
1IIIII I
A�
\III I I I I I I I I I
��\v=1111111111\\\\VIIIIII/IIII
\ I I \ VAIII I I /
SF\\�I IIII I I I I I I I I�9pi
\\ \\ \ II 11 \\ \\\
\N\
111 �1 11\\\
R,
I
OGRAPHY
HIISG
i LOD 132944 SF \ \ \ ( I I
r
CRITICAL SLOPES PER ALBEMARLE GI _
� \ /
\\\�\\ \I \ \ ✓ // / / /� /� -\_\ \ \ NT YARD SETBA�
\\ \\ \\ \\\\ \ \\ 75FTFR _ -
\ \\ \\ \/ W ✓//// / !// / / / \\ \ ( WELL p
\\\\-�\\�\�\ MI NI MUM
\\\ \
\�\\ \\\\ //�-_�j IIII / // / \ \ J J
� I � _ / / ROAp � -h
\\ / / /� TESVILLE /� o
\\ \ \\\\� (( Il/ f / l \\\ \\\\\/ �/ / _/// / uE RpUTE 636 B�13.2� (
\\\\ \\\ \ \\\ \ \\\ ✓ �// /// /�/ - - 1 STATE ��g 13'45"w I =�
\\�o'IRi� /�%AY///
\\\\\\�\\\IIIIIIII 11(/\\\_\\�/f///� / 5 Sp934„w o
\\\IIIIII 1 \\ \\\\\� �w,l.5 - / / ��� 8 _Nz
\\ T.M.85-IA \ \ \
740II'I� / / - - = RA YMOND AND BETTY
RAINEY /
\\\\\ \ \
\\\\\\\ \\\\ 1 \ i OB395PG4/4 \ \
/i ZONED: RAN /Li T M 85-2 USE. RESIDENTIAL
3p"W I�j3 FA AND BETTY /
- - /
RAINEY
- � OB 1094 PG 736
ZONED' RA
TM.95-3A
:RESIDENTIAL-
\ MARGARET AND RICHARD
HAUPT TRUST -
OB 4991 PG 306
�/ / / / l ZONED: RA
\ \ \ \ \ \\ \ / r USE.- RESIDENTIAL
�/= �l
Qi
N EXISTING CONDITIONS PLAN
V = 100': 0 100 200
LINE
BEARING
DISTANCE
L9
N33020'14'E
108.56
L10
N6700724'E
122.22
L 11
N85 °40 2/ E
149.86
L 2
S68 °14 '07'E
63.15
L13
S2904/41 E
60.0/
L14
S6904/'09'E
99.13
L15
55305579'E
45.39
L16
573059WE
175.80
L/NE
BEARING
DISTANCE
L17
S8/059'0/'E
175.19
L 18
N40052 42'E
55.81
L19
N6/032'02'E
157.19
L20
N4501249'E
31.10
L21
N1003520'E
50.44
L22
N6202559'E
48.20
L23
N81 °36 40'E
123.83
L24
S6903856E
5308
L 1NE
DEL TA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
C/
6°3629"
395.74
45.64
22.85
45.61
N4204545"W
C2
65015'11"
246.I3
280.3/
157.57
265.41
N69008'39"W
C3
2002'/5"
6500.00
231..16
115.59
231.15
S7501222"W
C4
//053'05"
430.00
89.19
44.76
89.03
S7001657"W
PIPE FOUND IN STONE P/LE (2020)
T M 85-20
CHARLES AND REBECCA WILSON
DB 3326 PG 378
ZONED: RA
USE: RESIDENTIAL
IRON FOUND AT 29.70'
SOIL LEGEND
MAP UNIT SYMBOL
MAP UNIT NAME
HYDROLOGIC SOIL GROUP
K FACTOR
4D
ASHE LOAM, 15 TO 25 PERCENT SLOPES
B
0.28
4E
ASHE LOAM, 25 TO 45 PERCENT SLOPES
B
0.28
36B
HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES
B
0.28
36C
HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES
B
0.28
36D
HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES
B
0.28
w
0
Q
U
W
z
ta
z
uj
Z
Z
uj
O
0
0
O
U
z
w
TH OF-7
DANIEL C. HYER
9
Lic. No. 45596,
TONAL
APPROVED DCH I
SUBMISSIONI NIV 1
PROJECT 2107007
T H E W 0 R h O F
L I N E + G R A D E
EROSION & SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL MEASURES: MAINTENANCE:
PROJECT DESCRIPTION:
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A SINGLE FAMILY RESIDENCE AND ASSOCIATED ACCESS. THE DISTURBANCE AREA ASSOCIATED WITH
THIS PROJECT IS t3.05 AC (132,944 SF). IT IS ANTICIPATED THAT THE WORK WILL START IN FEBRUARY AND LAST 12 MONTHS.
EXISTING SITE CONDITIONS:
THE SITE CONSISTS OF VACANT WOODED LAND BORDERED TO THE REAR BY STOCKTON MILL CREEK. THE SLOPES WITHIN THE PROJECT AREA RANGE
FROM 3 TO 30 PERCENT.
ADJACENT AREAS:
THE PROPOSED PROJECT IS BORDERED BY SINGLE FAMILY RESIDENCES ON ALL SIDES, BY STOCKTON MILL CREEK TO THE NORTH, AND BY BATESVILLE
ROAD TO THE SOUTH.
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 SHEET C1.0.
CRITICAL AREAS:
THIS SITE HAS NO CRITICAL AREAS IN THE IMMEDIATE VICINITY OF THE PROPOSED CONSTRUCTION. HOWEVER, PROPER EROSION CONTROL MEASURES AS
SHOWN ON THE PLANS SHALL BE PUT IN PLACE TO PREVENT SILT FROM LEAVING THE PROJECT AREA AND ENTERING THE STREAM BUFFER DOWNHILL.
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:
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.
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 (4VAC50-30).
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
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 ALBERMARLE STANDARDS, WHICHEVER ARE MORE STRINGENT.
TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02
A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE.
SILT FENCE - 3.05
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND
ENTRENCHED.
CULVERT INLET PROTECTION - 3.08
A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS.
TEMPORARY DIVERSION DIKE - 3.09
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA.
TEMPORARY SEDIMENT TRAP - 3.13
A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET.
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.
SOIL STABILIZATION BLANKETS AND MATTING - 3.36
THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL, OR
SHORELINE.
E&S LEGEND
SAFETY FENCE
x x
SILT FENCE
SF
TREE PROTECTION
TP
LIMITS OF DISTURBANCE
---,___=
OD
DIVERSION DIKE
DD
INLET PROTECTION
IP
® OP
OUTLET PROTECTION
CULVERT INLET PROTECTION
CIP
' CD
CHECK DAM
CONSTRUCTION ENTRANCE
CE
TEMPORARY/PERMANENT SEEDING
TS PS MU
AND MULCHING
X
REMOVE TREE
SAWCUT
DEMOLISH PAVEMENT
MANAGED STEEP SLOPES
FROM COUNTY GIS
WATER PROTECTION ORDINANCE
.
BUFFER/100-YEAR FLOODPLAIN
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? YES.
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? NO. N/A.
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? YES.
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 PRE -CONSTRUCTION MEETING WITH THE PLAN APPROVING AUTHORITY PRIOR TO ANY LAND DISTURBANCE OR E&S CONTROL
INSTALLATIONS.
2. INSTALL CONSTRUCTION ENTRANCE, SEDIMENT TRAP, AND PERIMETER CONTROLS PRIOR TO ANY DISTURBANCE.
3. ONCE INITIAL MEASURES ARE IN PLACE, REQUEST AN INSPECTION OF THE INITIAL EROSION AND SEDIMENT CONTROL MEASURES FROM THE COUNTY OF
ALBERMARLE 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 STORM STRUCTURES, IF APPLICABLE, STARTING AT THE DOWNSTREAM TERMINUS OR TIE-IN. BACKFILL ALL EXCAVATIONS AND TRENCH AREAS.
8. COMMENCE CONSTRUCTION OF PROPOSED PAVING AND SITE ELEMENTS, WITH THE EXCEPTION OF ANY PROPOSED BMPS.
9. FOR GRASSY AREAS: INSTALL PERMANENT SEEDING AND MULCH. STABILIZE ALL DISTURBED AREAS.
10. FOR GRAVEL AREAS: RESTORE GRAVEL AFTER TRENCHING AND EXCAVATION OPERATIONS ARE COMPLETE.
13. 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. REMOVE SEDIMENT TRAP AND ASSOCIATED DIVERSION DIKES ONCE PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED ON SITE.
17. BEGIN INSTALLATION OF ANY PROPOSED BMPS ONCE ALL CONTRIBUTING AREAS ARE STABILIZED AND FREE OF DEBRIS. REFER TO INSTALLATION CHECKLIST
AND INSPECTION MILESTONES FOR CONSTRUCTION MILESTONES. INSTALL PERMANENT CONVEYANCE CHANNELS TO BMPS AT THIS TIME, STABILIZING
IMMEDIATELY WITH EC-2 TYPE 1 MATTING.
18. AFTER FINAL SITE STABILIZATION AND APPROVAL FROM THE APPROPRIATE EROSION AND SEDIMENT CONTROL AUTHORITY, THE SILT FENCE, INLET PROTECTION
AND OTHER STABILIZATION MEASURES SHALL BE REMOVED.
w
0
Q
U
W
z
w
U Q
z z
w
0'
0 >
w ~
Z
cf) O
J % w
N J
w
m
Q J
TH OF�
DANIEL C. HYER
9
Lic. No. 45596,
TONAL
APPROVED DCH
SUBMISSION1 Ni' 1
PROJECI 2107007
T HE W OR K OF
L IN E + G R AD E
C200
/ /
--.SGa
f7o/ TRAIL
LlM/TS OF SURI/EYED TOPOGRAPHY
SF 401 LF
SILT FENCE
DRAINAGE AREA 0.57 AC / DID
\ \ I I LOD 132944 SF II I ` / / / / / LOD 132944 SF \
\ \ \ \ \ \ \ ► ; I ( \ /' _� HSG
1 \ DRAINFIELD AREA, NO
GRADING PROPOSED
SF 240 v
LF
\\ \ \ HSG9 \ \ \ \ I
\ \ \ \ \ I \ ' �� � DID
�sr \
STOCKPILE LOCATION
23'x38' BOTTOM @ 728.0' \ ■ ` /
TOP WET STORAGE 730.16'
TM. 85-1D TRACT 2 I \ SF 43 LF \2 32 \ TOP DRY STORAGE 731.63' I I 11 1
I \ J — — — � � ToP EMBANKMENT 732.63' \ SEDIMENT TRAP
55.45 ACRES �\ I \ \ — \ — \ 9 MIN.: DRAINAGE AREA \ .40 AC
CYRENA W. SPARKMAN \ \ \ SF 56 LF li-� DID I \
5439-179 D. B. 5433-135 & 1,56 PLAT
ZONED. RA \^ \ 1 I I I I
USE.. RESIDENTIAL I / \ \ \ I I I I \ I '
SF 62 LF /
14D I I \ \ \ � \ i /'
SF 37 LF �b
/7���``• I T.M.85-lA
LU ta
z
uj
z
I..L uj
Z
i�
W
z
J
W
U Q
z z
w
0
w z
� o
cn
J % w
N J
L.L Q
w
Q m
fir—j TH OF Df
DANIEL C. HYER 9
Lic. No. 45596,
RAYMOND AND BETTY RA/NEY-OIONpL Er-
OB 395 PG 4/4
ZONED. RA
I I \ � \ \ // /✓ / \ V A V 1 � \ \ \ V I � / / / / / � / USE•RESiDENriAL � APPROVED DCH
SUBMISSInni Nl' 1
PROJECI 2107007
T H E W 0 R h 0 F
L I N E + G R A D E
EROSION AND SEDIMENT CONTROL PLAN PH 1
1 1" = 30': 0 30 60
C201
Lu
—_SGa
f7o/ TRAIL
L lM/TS OF SURV5YED TOPOGRAPHY
`. - - - LEVEL SPREADER TO BE INSTALLED /
/ / / / / / ma`s% • '� / �� — LAST AFTER
ER SITE IS STABILIZED
LOD 132944 7 / \ /���� / ` : �- AGE LOW MAINTENANCE GROUND COVER ♦♦� / / / /
/ — T ON SLOPES 3:1 OR STEEPER - SEE—
/ ARCHITECTURAL PLANS FOR SEED MIX ♦ —
rip'rp,,pgbq,/'rril,'i+r,''' i�r*�''ib'' - �FESTUCARUBRA) /
SF 401 LF p , r h p, r,,,r,,, ,,,,q,,r ♦ / �
gii'''ir''rir',i''','p,i''4'pri G ♦ \
\ \ \ I> ¢ / / i qi r qi hi, r r ♦ LOD 132944 SFLL
\
\ \ \ \ L R 1 q'hi�'h�'�hq''q'4 ',, �x p'Oi ('i''+i''4'''q'+''+r' ♦
1 \ 1 , r,,, pr ppr,p'ry q, ry, r, O p, +{r,'+r, +r, +r,, ry rr,'4 ♦ /
w
. a
\ \ \ \ \ I \ \I I I DID / ; ,r %r, r, %,r/<, ♦ \ \
\ \ \ \ ( \ I I 13 N I 1 N SF 241 LF /
/� I \ \ \ \
\ \ \ \ 1 \ \ 1 \ \ \ � � ` EL \ TYPE 1
36
\ � / � �` \ EG2 TYPE 1 MATTING TO LEVEL MATTING
SPREADMAT
\ \ \ \ HSG B \ \ \ \ \ ( \ / ��� SPREADER TRAP IS REMOVED DO
OP
\ \ \ \ \ ( \ \ �� l MU PS -`Sv
\ \ \ \ \ \ \ \ \ \�000 V;
\ \ \ \ \ I \ \ \ OP \ \ MU PS
\ol
\ / ` LEVEL SPREADER TO BE INSTALLED \ /
LAST AFTER SITE IS STABILIZED \ /
T. M 85-1D TRACT 2 SF 43 LF
\ � `� \ \ SEDIMENT TRAP
55.45 ,ACRES DRAINAGE AREA
I \ \ — \ — � — \ \ `��� ` �\ ��/ I I ' I \\
CYREIVA W. SPARKMAN I \ - - \ \ \ SF 5'
6 LF
D. B. 5439 /79 D. B. 5433 /35 8 136 PLAT
ZONE7D.• RA
USE. RESIDENTIAL I / / / \ \ \ / I I I 1 \ I ' DID
SF 62 LF /
CE',,t
co co \I 1 \ \ \ \ \ \ � \ � \� /� ,, \ � I
IIr
HS8 \ / /
SF 37, LFr b
T.M.85-lA
RAYMOND AND BETTYRA/NEY
DB 395 FG 4/4
ZONED.
US RESIDENN
TIAL /
EROSION AND SEDIMENT CONTROL PLAN PH 2
1" = 30': 0 30 60
W
z
J
w
U Q
z z
W
0 >
_�
w �?
cf) o
> U
J Lu
N J
L.L Q
w
m
ca
z
cc
uj
z
z
uj
TH OF�
10002021
DANIEL C. HYER
9
Lic. No. 45596,
"IONAL Er -
APPROVED DCH
SUBMISSION1 Nl' 1
PROJECI 2107007
T H E W 0 R h O F
L I N E + G R A D E
C2m2
STONE CONSTRUCTION ENTRANCE
GROUND
villwatzli
A
FILTER CLOTH 6" MIN. I A'
SIDE ELEVATION
12' MIN.
70' MIN.
e WASHRACK
I I- <OPTIONAL)
L VDOT #1 I �� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH
OOF PERATION AND EGRESS PLAN VIEW
12' MIN.
SECTION A -A
REWFUKGLL LUNLHLIL VR 11 I'll
EXISTING
PAVEMEN
1
7 IN.
LN
SECTION B-B
Source: Adapted from 1983 Maryland Standards for Soil
Erosion and Sediment Control, and Va. DSWC
O3.02-1 CONSTRUCTION ENTRANCE
BERM
Plate 3.02-1
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW � / - � -
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
47
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I I
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Source: Adapted from Installation of Straw and Fabric Filter
Barriers for Sediment Control, Sherwood and Wyant
O3.05-2 SILT FENCE
EC-3
DETAIL 1
DETAIL 2
RADIUS-S
-------------
A A
A
/
M
M
n
3
------------
M
I
N
3H
x
3H
1771
I
SECTION A -A
SECTION A -A
NOTES:
1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL
OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
3. EC-3 TYPE 3 SHALL BE USED FOR CULVERT OUTLET PROTECTION WHERE THE OUTLET
VELOCITY IS 6 FPS OR LESS FOR THE DESIGN STORM AND THE TOTAL HYDRAULIC
OPENING IS LESS THAN 7 SQUARE FEET. IF THE TOTAL HYDRAULIC OPENING IS 7 SQUARE
FEET OR GREATER, OR THE DESIGN STORM OUTLET VELOCITY IS GREATER THAN 6 FPS
USE STANDARD EC-1.
4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT.
H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CULVERT.
X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH
OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
�VDOT
ROLLED EROSION CONTROL PRODUCT
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MAT
(CULVERT OUTLET PROTECTION INSTALLATION)
VIRGINIA DEPARTMENT OF TRANSPORTATION
204
245
303
414
SHEET 2 OF 3
REVISION DATE
07/16
11304
OEC-3 (OUTLET PROTECTION
#' SEDIMENT TRAP VOLUME COMPUTATIONS
ST-1 Drainage Area (Ac) Regt
1 CONTOUR Incr. Incr. Cum. 1.43 1 192
L
W
Area
Vol.
Vol.
Vol.
96 Wet Storage 730.16
Elevation
(Ft)
(Ft)
(SF)
(CF)
ICY)
(CY)
96 Dry Storage 731.63
728. 00
38
23
874
0
0
0
Top of 732.63
730.00
46
31
1426
2300
85
85
WET DRY embankment
732.00
54
39
2106
3532
131
216
TEMPORARY DIVERSION DIKE
Comnacf.ed Snil
4.5' min. +I
Plate 3.05-2 Source: Va. DSWC Plate 3.09-1
3.09-1 DIVERSION DIKE
TABLE 3.31-13
(REVISED JUNE 2003)
TEMPORARY SEEDING SPECIFICATIONS
QUICK REFERENCE FOR ALL REGIONS
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryegmss
Sept.I -Feb. 15
(Lolium mufti -florum)&Cereal
50100(lbs/acre)
(Winter) Rye (Secale creale)
Feb. 16-Apr. 30
Annual Ryegrass(lolium mu#i4lorum)
60100(lbs/acre)
May 1-Aug. 31
German Millet
50(Ibs/acro)
FERTILIZER & LIME
Apply 10-10-10 Fertilizer at a rate of 450 IbWacre (or 10 lbs. / 1,000 W. ft)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.)
NOTE:
1. A wil test is necessary to determine the actual amount of lime required to adjust the soil pH of site.
2. Incorporate the lime and fertifaer into the top 46 inches of the and by disking or by other means.
3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Development Sites at httpV/www.tlw.virginia.gov/Programs/water/StormwaW
Managemen V Publications.aspx
TABLE 3.32-D
(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA
SEED
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tall Fescue'
95100%
Minimum Care Lawn
Perennial Ryegrass
05%
(Commercial or Residential)
Kentucky Bluegrass'
05%
Total: 17520017
Highwairrtenance Lawn
Tall Fescue'
Total: 200-2501Ins.
Tall Fescue'
1281bs.
General Slope (3A or less)
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop"
21bs.
201bs.
Total: 1501bs.
Tall Fescue'
SOH lbs.
LowMaintenanceSlope
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop"
Crownvetch3
21bs.
201bs.
201bs.
(Steeper Nan 3:1)
Total: 1501bs.
1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended
turfgams variety her Quality seed will bear a label indicating that they are approved by VCIA A currentturtgrass variety
list is available at the local County Extension office or through VCIA at 804-7464884 or at
http://sutlan.cses.vtetlu/htmVTurf/turf/publir tions/publications2.html
2. - Use seasonal nurse crop in accordance with the searing dates as stated below.
February S6'" -April ..................................... Annual Rye
May lr-August iSu..................................... Fuxtai1 Millet
August le -October . Annual Rye
November -February l5r".................................. Winter Rye
3-Substitute Sauces IesperlI for Crownvetch east of Farmville, VA( May through September use hulled seed, all
other periods, use unhulled Sericea.) K Flatpea is used, increase rate to 301bs./acre. If Weeping Lovegrass is used,
include in any slope or low maintenance mixture during warmer searing periods, increase to 30 -40.
FERTILIZER & LIME
Apply 3020-10 Fertilizer at a rate of 500 IIns/acre (or 12 Ibs. / 1.000 W. R)
Apply Pulverized Agricultural Limestone a a rate of 2 tons/acre (or 901bs. / 1,000 W. ft.)
NOTE:
-A wit test is necessary to determine the actual amount of lime required to adjust the wil pH of site.
- Incorporate the lime and fertilizer into the top 46 inches of the wit by tlisking or by other means.
- When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Development Sites at hUp.//..deg.Aminia.gw/Programs/water/swrmwater
ManagemenV Publications.aspx
N
U
SILT FENCE CULVERT INLET
PROTECTION
`DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
1.0' 1.5'
FLOW
I RIPRAP
VDOT 93, #357 OR #5 COARSE
TO REPLACE SILT FENCE IN " HOKtnMVL W11M
HIGH VELOCITY OF FLOW IS EXPECTED
Source: Adapted from VDOT Standard
Sheets and Va. DSWC Plate 3.08-1
SEEDING SCHEDULE -PIEDMONT 3.08-1 CULVERT INLET PROTECTION
U
TEMPORARY SEDIMENT TRAP
1' VARIABLE"
ORIGINAL VARIABLE*
/GROUND
ELEV. -�
1.0' ■
*SEE PLATE 3,13-1
67 CU. YD./ACRE
67 CU. YD./ACRE
(EXCAVATED)
'
VARIABLE*
4' MAX. 1
FILTER CLOTH ORIGINAL
GROUND
ELEV.
COARSE AGGREGATE aCLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
B X DRAINAGE AREA
(IN AC.)
/DIVERSION
DIKE
DIKE
^
l I •. ij /� ��,
COARSE AGGREGATE
EXCAVATED/FILTER CLOTH
AREA
•�
COARSE AGGREGATE SHALL BE VDOT #3, #357 DR #5
OUTLET (PERSPECTIVE VIEW)
Source: Va. DSWC Plate 3.13-2
O3.13-2 SEDIMENT TRAP (STONE OUTLET)
7 TAMP CHECK SLOT
FIRMLY -�+r
1
SroIY
`CHECK SLOT
I I I I
--� 1" TO 2" I
11 I11 1
VAR. VI AR. I
5' TO 8• MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM NO.11 STEEL WIRE. *CHECK SLOTS AT MIN.
8" STAPLE MIN. LENGTH FOR SANDY SOIL. O INTERVALS;
REO N
6" STAPLE MIN. LENGTH FOR OTHER SOIL "NOT WLTH ALL
COMBINATIONATION" BLANKETS
JUNCTION SLOT rTAMP
2„ I FIRMLY 6• 70 17
12"
T
Source: VDOT Road and Bridge Standards
(0) 3.36-2
EC-2 INSTALLATION
TERMINAL FOLD
nr
"?
TAMP FIRMLY
Plate 3.36-2
LIJ ta
Z
0 UJ
UJ
UJ
Z
Z
Mill
W
z
J
UJ
U Q
z z
UJ
0 �
W ~
Z
!n O
J %/ LU
J
Of Q
LJJ :5
Q Co
v )
J
Q
LIJ
Ify
0
U
UJ
L
LIJ
0
v /
/O/y
LL
UJ
TH OF7"IIII
R000202>
2
DANIEL C. HYER
9
LIC. NO. 45596•
L_"ONAL Era
APPROVED DCH
SUBMISSIONI nl/ 1
PROJECI 2107007
T H E W 0 R h O F
L I N E + G R A D E
C23
x
I L _ I ` x " CULVERT Al
\ \ \ \ \ \ \ \ \ \ \ 1 1 OLD ROAD-T-RAIL CONNECTION
�Q
CULVERTA2� -
AIN RIVtWA� \
750
745
,X
\IMITS OF SURVEYED TOPOGRAPHY WELL
L
\\\\I 1 I \ \ �\ \ \ �\ \\\ \\\ \\\ �\ I -A `
CRITICAL SLOPES PER GIS
��—
�.�.�/ /
DRIVEWAY PLAN
1 1" = 30': 0 30 60
n
��
(n
W
v
M
U
w
PVI STA: 2+91.87
PVI ELEV: 747.15
K:15.32
LVC: 100.00
J_
n
�
��
N
(n
m
0
r
;
U
m
n
+�
r!
(n
W
0
;..
U
w
HIGH PT. STA: 1+18.56
HIGH PT ELEV: 749.30
PVI STA: 1+04.84
PVI ELEV: 749.58
K:11.97
LVC:58.46
+�
0
to
m
M
to
,y
0
m
MF- O
\
ti
m
PVI STA: 4+02.67
cv)No
wli
-1.30% /
li
°°
�
PVI ELEV: 73849
mo
m z
\
+
K: 10.66
+
r o
cd
LVC: 62.88
°�
iii
/Nov
EX. GRADE
j
w
>
m
ROP. CL GRADE
ui
m
r O r O
PVI STA: 3.07
PVI ELEV: 747.36
K: 10.61
LVC: 21.82
0
oho
0 V W
++ r-
r
J
w JLLIw
Nw a
m
CULVERT A1/
12" HOPE INV. 736.63
5+105+00 4+50 4+00 3+50 3+00 2+50 2+60 1+50 1+60 0+50 0+00
O2 DRIVEWAY PROFILE
H: 1" = 30': 0 30 60
V: 1" = 3: 0 3 6
750
745
740
T. M. 85-IA
RAYMOND AND BETTY RAINEY
D3 395 PG 4/4
ZONED: RA
USE RESIDENTIAL /
755
rorn�p
V rn u
+nNn
O N
Y
N W >
> J
o
ro
N
0
�n
0
`t
+
w
w
(Nod
>
W
(Nod
>
m
w
pp
EX.
750
PROP. CL
755
orn
M V V
00
O> W
0 M
V N
Z
to W J
Y>
W
F J
n W J
Z
N
V
>
Z
U
a
m
mM
o
w
rn
o
�o
ao
ri
a
3
U
>
m—o
wo
w—'-�50
\
W >
m
\
745 745
CULVERT A2
12" HOPE INV. 743.83
1+101+00 0+50 0+00
OLD ROAD TRAIL CONNECTION PROFILE
O H: 1" = 30': 0 30 60
V: 1" = 3: 0 3 6
LU ta
z
uj
z
Z
uj
z
J
LLJ
J
LL_
LLJ
U
Q
�
z
z
a_
LLJ
�
z
LLI��
0
z
> w
J
J
J
o'
a_
LLJ
Qw
Do
Q
Q
w
M
TH OF-7
1�10�2021
DANIEL C. HYER
21
9
LIC. N0. 45596,
TONAL
APPROVED DCH
SUBMISSION1 Nl' 1
PROJECI 2107007
T H E W 0 R K O F
L I N E + G R A D E
C3mO
V 2018 - LINE+GRADE, LLC
W V
Z
uj
fz�
V
re Z
uj
(D
EX. GRADE 7' SHOULDER 10' RIBBON 7' SHOULDER EX. GRADE
(VARIES) STYLE DRIVEWAY (VARIES) LLJ
2 3 21
z
PROP. GRADE
EX. GRADE
9" DEEP DITCH
LINED WITH EC-2
TYPE 1 MATTING J
5% 12.1 5%-
VAj/AA�V� �\ VAA VAA VAA VAS VAS VAS VAS VAS VAS VAS VAS VAS �VA/VA/VA//VA/\/\/\/�//VA/VA VAS VA/VA/VA/VA/VA/VA/VA/VA/\
/ / / / /
\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\//
2" PEASTONE _
6" COMPACTED GRAVEL
O TYPICAL DRIVEWAY SECTION w
U Q Cn
z z
w
0 >
w
wiz 0
cf)o Q
Q w
w 2 >
Q m
J 0
� 1 1
�N� ` 1
1
I 1 1
r PLF °
r,A
®� p U EL CZOHYER Y
/ C3 1 1 LIC. N0. 45596
w
MAIN DRIVEWAY � �, 1 � � S/ONpL ENG`
C m
2 — 0+00 n
SUBMISSION N0. 1
PROJECT 2107007
C THE WORK OAPPROVED DCH
L5
-� Q 1 F
L I IN + G R A D E
ALIGNMENT DATA C3ml
1" = 30': 0 30 60
2
z�
DRIVEWAY ALIGNMENT
NUMBER
LENGTH
RADIUS
LINE/CHORD DIRECTION
L5
110.535
N00° 38' 38.90"W
C2
117.097
265.461
N11° 59' 33.56"E
C3
128.338
142.560
N01° 09' 37.46"W
C4
44.728
70.953
N08° 53' 27.43"W
JZ5
w
750
/
/1Z / / / / / / / / / / / OLO f70/ TRAIL
` LIM/T�F 5YRt E%T
-- 14LF LEVEL SPREADER / /
727.50 %4J�• / 6INCLEANOUT / /
61N CLEANOUT �
�� / INV. IN:742.00 /
\ �� �o� /INV. IN:732.00(SD6) INV. OUT:742.00/�♦ /
x �i� RETAINING WALL GC INV. OUT: 732.00 / / i ♦` / / / ll
\ ��� MAX HEIGHT 3FT, 6,, // //
��'' / .\\1 1 + r r' , , +'77�1H, `���.+, , ,l'4 r? //��C/♦� f — /7/ QJG ♦♦ / / \ /
\ DISTRIBUTION BOX .. , . , p,;r,,r +,,4,,�,,,� ,,, q, 6 / ♦♦ / / \ l
'` '�q,, U FRENCH DRAIN W/
\ \ ':.• �9 :>."',.=,= ,i�� r,� r,,�i''�,i ` a RIVER ROCK SURFACE / / / _ / �` ♦♦ / \f l
LOW SEE DETAIL 1/ C5.2 ♦_ / / \ \ PRIMARY DRAINFIELD r FEE 750.00' / \
\ 6,250 SF g /
\ \ FEE 737 92' r `h, h+, , ,, , 1.5' HDPE ID�DR
+ h, 4 r, U
\ LOD 132944 SF .. `*- - LL
LLI
INV. IN: 735.50
\ I I INV. OUT:735.50I
\ \ \ I \ /
SD� 26
l ,
\ RESERVE DRAINFIELD I
\ 6,250 SF I I l IN X I WALKWAY MATERIAL PER
`\ ARCHITECTURAL PLANS I
\ / L _ \ \ �X� IN : 737.50
IN\(:746"
— \ 734 \ \ ^
_ J
INV: 4.60
73250,
I
TM. 95—ID TRACT 2
55.45 ACR5S
CYREVA W. SPARKMAN
D. S. 5439-179 D. B. 5433-135 & 136 PLA T
ZONED: RA
USE • RESIDENTIAL
I
UTILITY PLAN
1 1" = 30': 0 30 60
\� 14 LF LEVEL SPREADER 1 I
SEE DETAIL 2/C5.2`
T^5" HDPE IW DR 1
i
� J WELL
I
LOD 132944 SF
IT
1 Q
1
10x10TRANSFORMER PAD�
DIRECTIONAL BORE
UNDER BATESVILL�E ROAD
/
Xe,
S
- jG"' I T. M. 85-1A
// RAYMOND AND BETTYRAINEY
Q DB 395 PG 4/4
ZONED -RA
USE.- RESIDENTIAL /
1 /
101
w
0
Q
U
W
z
L1J
U Q
Z z
LJJ
0 >
}
c
cf) O
J % w
coo
L1J
Q LLI
0
z
uj
uj
z
z
uj
Q
D
z
0
0
TH OF�
DANIEL C. HYER
9
Lic. No. 45596,
TONAL
APPROVED DCH
SUBMISSION1 Ni" 1
PROJECI 2107007
T H E WOR K O F
L I NE + GRADE
C4.0
/�J/ I l / LEGEND
/
'z/ / / / / / // / / / / / SITE AREA
//1Z /
IMPERVIOUS AREA
O O O
OOOOOOO FORESTED AREA
O O O O
LIMITS OF DISTURBANCE
SHALLOW
TIME OF CONCENTRATION PATH
DRAINAGE DIVIDE
-�-► SURFACE FLOW ARROW
oL0 f7o/ TRAIL / WATER PROTECTION ORDINANCE
/ BUFFER/100-YEAR FLOODPLAIN
LIMITS OF SURVEYED TOFOGR4FHY
��j-- / / / / / / / / / / MANAGED STEEP SLOPES
�T
/ / / FROM COUNTY GIS
LO �f2944SF�/ / � ��� Q Q Q�QQQ
°\Q��Q
/ O C� - -- Q°0 O O C) -Q 0 O
O/ O/ x10 Q O 0-0 O O O O / Q� �♦ / / -----
/ O O 00 C� O O Or O 0- 0/ 0- Q Q` --v---/v---
�O 6 C� O O/ O Cy O O 0 / /
SHEET FLOW AREA B — ♦ \
o�l� o Q 9 0 0 0 0� FLOW AREA ��° � -�°o � �♦ /� ��
\ \ I I `N QI ° Q Q Q O ' V O O Q V Q O \�Q � Q Q � Q Q� Q Q� Q/ Q/° �Q / ♦ LOD 132944 SF \
\ \ \ \ �o Q, Q o o �o o O o /o o 0 0 0 �o z♦� ,-- \
\ 0 0 0 0 �O ° °� �O o 0 Q 0 0 ,O b o 0 0
\ \ \ \ \ \ O O O °� O OOC�? �C� �0�000 oC6 QQO)QOQO /O ��
\ \ \ \ \ \ \ I %a 0 I O �O 0�O CHI 9 Q Cal O°O � ,`°� �, \
O OQO�O 10 \ O \O O O�� JO \O O O /O O \
\ \ \ \ 1 \ �0( O O\ O oQCQQo 00°O°O°o°O O O b ° C) 0CA
\ \ I \ I I Q Q Q \
O O O O O O O O O O �O C� Q ���
\ \ \ \ \ 0 \O l0 0\ O O O C� -O \ 0 O O O O �O 0� O O O 0� \ \ /
v v v v v I ob0 OQOQ�QOQ0 0 OQ�OQQQ N c) t(DO 0011 oOoo /
\ \ \ \ 36l \ \ ` \ �\ 0 0 Q O - O C) --,0 C SHEET FLOW AREA A O \, ° O \ O\ Q Q O � Q O SHEET FLOW AREA C ` \
\ \ \ 1.81AC ♦ \ \ ` 0.51AC /
HSG B I �Q O 0 Q C� O O Q O O 0 �O O \ /
O QQ0 0 _0QOC 0 \°OHO °IOI°O�O000O-No °
0\� O\-O O �60 Q 10°O� Q O O O O � 0 // \
\ \ \ 0 0 _E) o O OI b O 0 O 0 O /
� -� O C O\ Ch 0 D O �0 O 0 \
\ 0 �� C� O O O
\ -O 0 0 0 OI Q 6 o o Q 0 0 0 \
\ I I \ �Q 0 Q O 0
III \0 O O C��O
°°°I °�°°°�
°
TM 95-ID TRACT2 a Q I0 OQ00�0C� 0
55.45ACRES 0QO�� /0 °O0\ 0 � O O 0� \Q°CYREVA W. SPARKMAN 000)0000\000000&
U ON 0 o O 0D. B. 5439-179 D. B. 5433-135 & l36 PLAT
/
ZONED:RA I \^\ \ \ 1 1 I I I I I �, �` 0C� 0 0 000000000- 0 •` /
USE RESIDENTIAL / / — \ \ / / I I \ \ O O O O O 0
�ao O O O O CS Q O /
I
0O a U
O
O 00 �.
A\ � O a ti
0 30 �
C� Q�
C� O 0\ 0 /Q
14ID I > >
HS� B
STORMWATER MANAGEMENT NARRATIVE
APPROXIMATELY 3.05 AC (132,944 SF) OF THIS SITE ARE TO BE DISTURBED FOR THE CONSTRUCTION OF A
SINGLE FAMILY RESIDENCE. PLEASE NOTE THAT AT THIS TIME, TREES WITHIN THE DISTURBANCE AREA
/ / HAVE ALREADY BEEN CLEARED. FOR STORMWATER MANAGEMENT PURPOSES, THE SITE IS CONSIDERED
TO BE FORESTED IN ITS EXISTING CONDITIONS. ADDITIONALLY, THE SITE IS TO BE USED FOR
AGRICULTURAL PURPOSES (ORCHARD + HAY OPERATIONS), THEREFORE AREAS NOT DIRECTLY AFFILIATED
WITH THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCE ARE NOT INCLUDED ON THIS PLAN.
EXISTING DRAINAGE PATTERNS ARE LARGELY PRESERVED, WITH TWO MAJOR DRAINAGE AREAS THAT ARE
RELEASED AS SHEET FLOW FROM THE SITE. IN POST -DEVELOPMENT CONDITIONS, TWO LEVEL
SPREADERS ARE LOCATED TO RETURN CHANNELIZED WATER FROM THE SITE TO SHEET FLOW TO
CONFORM WITH 9VAC25-870-66(D).
IN ORDER
E SITEOVCONF MAINTAINED TAS CONSERVED OPEN SPACE SEE SHEET C25-870-63, A PORTION
OF SHEET C5.3.
PREDEVELOPMENT STORMWATER MANAGEMENT PLAN
1" = 30': 0 30 60
w
0
Q
W
z
J
0 Q
z z
w 0
0 ->
w �?
cf)o
> U
J w
J
� Q
w
Q m
t9
z
ttC
tL
uj
z
z
uj
Q
0-
z
2
0
z
w
Q
O
cn
F_
w
0
w
w
0
TH OF--vt
>�o�1?oz>
DANIEL C. HYER
Y
Lic. No. 45596,
a"10NAL Era
APPROVED DCH
SUBMISSION NO. 1
PROJECT 2107007
T H E W 0 R K O F
L I N E + G R A D E
C5m0
LEGEND__
----------
SITE AREA
IMPERVIOUS AREA
1
O O O O O O O FORESTED AREA
/ j / // �/ — \ \\ — —36�— / / / / / / / / / O O O O
LIMITS OF DISTURBANCE
SHALLOW
/ / / ✓ — \ \ \ \ / / // // / / / TIME OF CONCENTRATION PATH
/ / / DRAINAGE DIVIDE
-�-► SURFACE FLOW ARROW
TRAIL / / / OLO OAO / T
LEVEL SPREADER B /
DA = 0.60 AC / // / WATER PROTECTION ORDINANCE
TC = 5MINS \ / / j / / / / , BUFFER/100-YEAR FLOODPLAIN
C = 0.55 LlM/TS OF-&{YRbFYED j AP MANAGED STEEP SLOPES
FROM COUNTY GIS
�;OD 1�2,445g���///�
00 / / / / \� SHEET FLOW AREA B �� / / // /ice/ �♦ / — — —
TOTAL DA 0.83 AC
(INCLUDES LEVEL
SPREADER DA)
LOD 132944 SF \
HST
CULVERTAI 1 1 A \ /
\ \ 1 \ \ \ \ DA = 0.23 AC SHEET FLOW AREA C \
�2'o (+ CULVERT A2 DA) 0.49 AC I \
\ \ HS a \ 1 \ \ \ I \ \ ���f V y-TC=5MINS
CULVERT A2
�DA =0.31AC
C.33
C01NS s�ssa
( \
SHEET FLOW AREA A
TOTAL DA 1.73 AC Q \ \ \
\ \ \ \ \ \ \ \
(INCLUDES LEVEL
SPREADER DA)
�TRQ�T\2ILEVELSPREADERA
\ \ \ \ \� �\ \ \ I 1 I I I I \ \ \ \ / — i — i \ \� �\ \ \ DA = 0.34 AC
55. 5 CR�E 1 I I I _ ` �� \ (+ CULVERT Al DA)
TC=5MINS \ \ I
C`XREI%�l/I!�SP�R�(�C 0.38
fi1 ,5I l 6 P T
ll I� II
�L \
//
\ �\\ � / I � ` I I II I I I I I J / —�/ i ��_---_\ \\\�\ \\\ / / l __!_� � \ l✓ 1 I\ .� l
�-
I WELL I 1 • /
\ \ I ► ► ► I / / / / // / I 1 \ \ \ \ �; a
� ► 1 � \` \ \ 11 I I I I I I I I l 111 // /I I r r IIIII 1 �/' /\ � I I I I 1 \1 \ \ \ `\ \\ \\\ \\ \\ `\ �� \ � �°� a�
S�
4AD
HS�� B
/ / / / T.M.85-lA / / )
RAYMONDANDBETTYRA/NEY
DB J95 FG 4/4
ZON5D- RA
USE: RESIDENTIAL
POSTDEVELOPMENT STORMWATER MANAGEMENT PLAN
1 1" = 30': 0 30 60
w
0
Q
U
W
z
J
LLJ
U Q
z z
LLJ
0 >
}
c
cf) O
J % w
J
coo Q
LLJ
m
Q J
t9
z
cc
tL
uj
z
z
uj
Q
z
LLJ
2
LLJ
G
LLJ
Q
0
W
0
LLJ
U)
TH OF�
DANIEL C. HYER
9
Lic. No. 45596,
TONAL
APPROVED DCH
SUBMISSION1 Ni' 1
PROJECI 2107007
T HE W OR K OF
L IN E + G R AD E
C5ml
COVER TO BE UNCOMPACTED
TOPSOIL/TURF UNLESS OTHERWISE
SPECIFIED ON PLANS
•`•`•`•`•`%1 �` i
avava avavaU GEOTEXTILE FABRIC CONTINUOUSLY
0 6" SCHEDULE 40 PERFORATED PVC TO 2" STONE BURRITO WRAPPED" AROUND STONE
(MIN. 1' OVERLAP ON TOP)
DAYLIGHT AT LOCATION SHOWN ON PLANS BELOW
(PIPE SUBSTITUTIONS SHALL BE APPROVED
BY ENGINEER)
NOTES
1. MAINTAIN 2% MIN. SLOPE ON PIPE.
2. CONTRACTOR TO PROVIDE CLEANOUT AT UPSTREAM END OF SYSTEM AND AT ALL ROOF LEADER TIE-INS
AND ALL OTHER LOCATIONS SPECIFIED ON PLANS.
3. PIPES SHALL BE ORIENTED TO MAINTAIN A ROW OF PERFORATIONS AT THE INVERT OF THE PIPE.
4. GEOTEXTILE FABRIC SHALL BE NON -WOVEN WITH A FLOW RATE OF 110 GPM PER SF OR GREATER, AND
PUNCTURE STRENGTH OF 250 LBS OR GREATER.
5. ALL CONNECTIONS TO THE FRENCH DRAIN SYSTEM SHALL BE COMPLETELY WRAPPED IN NON -WOVEN
GEOTEXTILE FABRIC TO PREVENT SOIL INFILTRATION INTO STONE AROUND CONNECTION POINT.
6. CONTRACTOR TO PROVIDE RODENT SCREEN ON ALL DAYLIGHTED PIPES.
O
FRENCH DRAIN
LEVEL SPREADER SIZING SUMMARY
LEVEL
TOTAL AREA TO
TOTAL
MINIMUM LENGTH
PROVIDED LENGTH
C
INTENSITY
RIGID LIP
SPREADER
LEVEL SPREADER
FLOW
OF RIGID LIP
OF RIGID LIP
FACTOR
(IN/HR)
MATERIAL
NUMBER
(AC)
(CFS)
(FT)
(FT)
A
0.36
1.00
0.88
0.32
4.12
14.00
CONCRETE
B
0.55
1.00
0.60
0.33
429
14.00
CONCRETE
6"x6" PRESSURE TREATED TIMBERS -
LENGTH PER PLAN
- STILLING BASIN
LINING AND
WIDTH PER PLAN
FILTER FABRIC TO BE
CONTINUOUS BELOW
STILLING BASIN LINING
NON -WOVEN GEOTEXTILE
FILTER FABRIC
NOTES
w
0
Q
1"-3" DIAMETER RIVER STONE
2% MAX. FOR 10'
>vovovovovovovoL 6" �c
LU
I I I-
- #4 EPDXY COATED REBAR
2' O.C. MINIMUM FOR LENGTH OF TIMBERS
REBAR SHALL PENETRATE
GROUND 12" MIN.
1. LEVEL SPREADER LIP SHALL BE COMPLETELY LEVEL ALONG ENTIRE LENGTH.
2. TIMBER ENDS SHALL BE KEYED INTO GROUND A MINIMUM OF 18" TO PREVENT SCOURING AROUND ENDS.
3. REBAR SHALL BE PLACED NO MORE THAN 1' FROM TIMBER ENDS.
4. CONTRACTOR SHALL NOT COMPACT STILLING BASIN AREA OR ALLOW HEAVY EQUIPMENT IN THE STILLING BASIN VICINITY TO ALLOW FOR
INFILTRATION OF PONDED RUNOFF BEHIND LEVEL SPREADER.
0
10-YR STORM PIPE COMPUTATIONS
Line ID
Drainage
Area
Runoff
Coeff.
Tc
Intensity
(1)
Incremental
Q
Known
Q
Inv. Up
Inv.
Down
Pipe
Length
Pipe
Slope
Pipe
Size
Flow
Rate
Pipe
Capacity
Velocity
(Ac)
(C)
(min)
(in/hr)
(cfs)
(cfs)
(ft)
(ft)
(ft)
(%)
(in)
(cfs)
(cfs)
(ft/s)
A2
0.31
0.33
5.0
7.10
0.73
0.73
744.60
742.66
41.06
4.73
12
0.73
8.39
2.77
Al
0.23
0.36
5.0
7.10
0.59
1.31
737.50
732.50
73.45
6.81
12
0.59
10.07
3.28
LEVEL SPREADER
Uj
U Q
z z
w
o-
o >
w
�z
U)o
J % w
N J
LU
/ LLJ
DO
Q J
Q
ta
Z
Uj
Z
Z
to
v J
J
TH OF-�
V DANIEL C. HYER 9
OUTFALL CHANNEL CROSS SECTION ANALYSIS - 2 YR STORM LIC. No. j5596
Cross -Section
Friction
Channel
Invert
Slope
n
Discharge
Normal Depth
WSEL
Flow Area
Velocity
Wetted
Critical
Top
Hydraulic
Critical
Velocity
Permissible
SpecificFroude
Label
Perimeter
Depth
Width
Radius
Slope
Head
Velocity
Energy
Flow Type
Shape
Method
Lining
Elevation
(%)
Value*
(ft9/s)
(ft)
(ft)
(ftz)
(ft/s)
Number
(ft)
(ft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/s)
(ft)
DRIVEWAY CHANNEL
V
Mannings
EC2-TYPE1
738.00
7.82%
0.030
1.01
0.30
738.30
0.27
3.74
1.90
0.38
1.80
0.14
16.98%
0.22
4.00
0.52
1.70
Supercritical
Mannings
-
-
-
-
-
OUTFALL CHANNEL CROSS SECTION ANALYSIS - 10 YR STORM
Cross -Section
Friction
Channel
Invert
Slope
n
Discharge
Normal
WSEL
Flow Area
Velocity
Wetted
Critical
Top
Hydraulic
Critical
Velocity
Permissible
Specific
Froude
Label
Depth
Perimeter
Depth
Width
Radius
Slope
Head
Velocity
Energy
Flow Type
Shape
Method
Lining
Elevation
(%)
Value*
(ft3/s)
(ft)
(ft2)
(ft/s)
Number
(ft)
(ft)
ft
ft
ft
(ft/ft)
ft
(ft/s)
(ft)
DRIVEWAY CHANNEL
V
Mannings
EC2-TYPE1
738
1.30%
0.030
1.31
0.47
738.47
0.66
1.98
2.97
0.42
2.82
0.22
2.59%
0.06
4
0.53
0.72
Subcritical
Mannings
-
-
-
-
-
TONAL
APPROVED DCH
SUBMISSIONI NIV 1
PROJECI 2107007
T H E W 0 R h O F
L I N E + G R A D E
C502
T M. 71214CI\
CHARLES AND PAMELA
RICHAROSON TRUST
DB 4915 PG 742 O O
ZONED. RA
USE RES/DENTIAL / / / / / O O O O O Q O
0; -O O 0 C
O O
O
\\\\ \\\ \\ \ I 1 \ \ /i /• \ \ \\ O
- O O /
O� O \_ \ / 1-0 O O / _� ///
/O O O \ \\ e / --O O O O / i/
// O O O \ \, \ 0 O O O
(IIIII IIIIIII \ i i� / ,ll ��/�\\\\\\\\\\�� \ OD 00 - -- / O 000 \\\ _
-\ \ ( \ 30' OFFSET FROM PROPERTY LINE
/i /'- �� \ \ \ O �O O OO - - - O U/ 0 ' //i/i/i//
/ / \ \\\\\ \\�\\ \\ \ \ -
J / �_ O O O O 0-- - O� O/ O
O O O-O---O-�- - 3--- OO// 0000QO� O O ' 0
Q/I (\�� -0 000/// \\\ \ CONSERVED OPEN
OO\ O SPACE AREA 2.52
\ ACRES\\\\\\\&03
\ \\ O O/O
\\
S !!!!!((IIIII II !//// II\\\\\\\\\\ \\\\\\� _\ /, / -
/ / �/ ! I I I I \ \\\\\
�!! I III I I I I I I I I I / / / l l 1 I �� �\\\ � \ \\ \\ \\�\�\\\ ��\ \\ �-�\ - _ / - �
TM, 95-1D TRACT 2
55.45 ACRES
CYRENA W. SPARKMAN
D. B. 5439-179 D. B. 5433-135 & 136 FLA T
/ /j
LU ta
z
Mull[
�
to
z
z
UJ
r�
V '
W
z
J
('N�� CONSERVATION EASEMENT EXHIBIT LIJ
- / 1" = 50': 0 50 100 U Q w
w 0 z
o ; Q
wiz
o
J L U
> m
Q >
,.].N ... :1 Waverly Farm(Preliminaryl
Date: 30-Sep-21
BMP bee/Yn3pedAmelau Litt: 2013 DraRS[ds a Specs
Information
Project (Treatment Volume and Loads)
/oe. ,d m�e qsz zsz
nn larreel-e ae mm�
r mrnm/ma a 263 z.63
Ima-io.e.-J-er) p,u OA2
Conebnle
nml 3amQa prcnnl 43
uiPhmph E.mtIEM
10]
malTalemc ((
Trga
0a1
a/L)
(ma/LI
1.86
7lP Wed(Wao
n�aal Ta m.a Ub/.e,4nl
Au
Oml.aaamcwn wcmr)
6sp
OEM
TP Load Reduction Required(lb/yr( I ON
LAND LOVER SUMMARY -- POST DEVELOPMENT
eared". reel Cmr(evae
I12
Wall BY Dp6t)
0.03
%Fun
%
MsyeE row! .rer(acred
3.63
walpind Ru(wT
A.
%MamBM Tuff
4]36
Ilryrmle. Cover Hands)
012
M(ImpeMwa)
011
W Mol a
Yb
%Ma faun)
S.ST
$nM
Ote
0
Tmomramv. me
p0036
Rueft)
TmMem Volume hubie read
3,bb
TP Iaad 06hd
2.29
T.ueaRead
InlarmlleN
1636
VRRM EXCERPT
Site Results (Water Quality Compliance)
Area Checks
O.A. A
D.A. B
D.A. C
D.A. D
D.A. E
AREA CHECK
mgEST/OPEN SPACE (ie)
0.00
000
0.00
0.00
0,00
OR.
IMPERVIOUS COVER(ac)
0.42
0.00
0.00
O.GO
0.00
OR.
IMPERVIOUS COVER TREATED (all
0.00
0.00
O.W
0.00
0.00
OR.
MANAGED TURF AREA In)
MANAGED TURF AREA TREATED(.[)
2.50
O.W
OW
0.00
0.00
OR.
0.00
ON
0.00
0.00
0.00
OR.
AREACNECK
OR.
OR.
OL
OL
OL
Site Treatment Volume (R3)
3.fiaD
Runoff Reduction Volumeand TP By Drainage Area
D.A. A
D.A. B
D.A. C
D.A. D
D.A. E
TOTAL
RUNOFF REDUCTION VOLUME ACHIEVED ha
0
0
0
0
0
0
1P lOA0AVMU1BLEf0R REMOVAL IIb/yr)
2a6
U_00
000
0.00
0.00
2.06
M IOADREDUCTIONACHIEVED (b/yr)
D.Oo
O.aD
O.Oo
D.aO
D.Do
D.oC
TP LOAD REMAINING(lb/yr)
2.06
0.00
000
0.00
0.00
2.06
NRROGEN LOAD REDUCTION ACHIEVED(Ib/yN
000 Q00 0.00
O.W
0.00
0.00
Total Phosphorus
MML POSTd 150PMENT TP LOAD(lb/yr)
2.29
TP LOAD REDUCTION REQUIRED (Iblyrgl
TPLOADREDUCTIONACHIEVED (Ib/,J
ON
ON
TP LOAD REMAINING (lblyr):11
2.29
REMAINING TP LGAD REDUCTION REQUIRED (lb/,):
I OOO
••wo fuOber TP laRe letlumon nqulne
(RgltbRtl-Arh1eM
<aeos lb/YQ
Total Nitrogen (For Information Purposes)
POST-DIMI.OPMENTIOAD Ul
1 16.36
TaTROff11 TOAD REDUC ION ACHIEVED Ib/
O.W
REMAMINGP .DEVEIOPMENTNNROGENIOADpb/yrl
16.36
TH OF;--7
DANIEL C. HYER
N
9
Lic. No. 45596e
TONAL
APPROVED DCH
SUBMISSION1 Ni' 1
PROJECI 2107007
T H E W 0 R h O F
LINE + GRAD E
C53
NOTES:
1. NO DETERMINATION WAS MADE AS TO THE EXISTANCE OR LOCATION OF UNDERGROUND UTILITIES.
CALL MISS UTILITY (811) BEFORE ANY GROUND DISTURBING ACTIVITIES.
2. THIS PROPERTY IS SUBJECT TO AN EASEMENT TO THE CHESAPEAKE AND POTOMAC TELEPHONE COMPANY OF VIRGINIA (D.B. 448-20)
3. NO TITLE REPORT FURNISHED. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST.
4. PROPERTY LINES AND CORNER DESCRIPTIONS WERE TAKEN FROM THE PLAT RECORDED IN D.B. 533-135 & 136 AND WAS NOT RESURVEYED THIS DATE.
5. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL AERIAL SURVEY
MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 3, 2021;AND THAT THIS
PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
T. M.70-40A
N85"45.31"E/
57j
J SET
5.00'
IRON
SET
T.M. 85-SC
TRACT 1
N85"40'21"E
149.86
T.M. 85-1D
TRACT 2
40.00 ACRES
CYRENA W. SPARKMAN
D.B. 5439-179
D.B. 5433-135 & 136 PLAT
T.M.71-24C1
�- S>
g980 *f
100 YEAR FLOOD PLAIN ACCORDING TO
THE FEMA FLOOD INSURANCE RATE MAPS,
EFFECTIVE DATE FEBRUARY 4. 2005
(COMMUNITY PANEL 510006 04000)
IRON
SET
SB1 •59.01 "E
IRON SET
AT 35.00'
S70•
It
/
1 I I 1 I I / ♦ \
+/ / /' / / // // 1 / I / 1 I / / / my / '� �♦_� ♦ ♦♦ \\♦\\\\ \ 111r\11
1\ 11 11 m \I � I � 1 � � % � � ////// �/'////.' _ ' //'//r// � / //// /// /// // /�'i"/ _ ♦\ `\\\\\\II 1 11111 II I
II III SILT
/ / / / 1 / /� �♦ \ \ 1 1 111 1 FENCE
5�721.01 / / / 1
720.6
` x \♦ 1\ \ / / / /111\\\��� 111\
1 11 I I 1 1 1 I 1 1 1 1\\ 1 1 I I \ \X �/ ���_� �` \ I / 1' / / ��♦ \ I I 11�
SILT \ \ \ 1 \ \ \ \ - �♦ \ \ \ \ I I /' ♦ \ I I 1 1 1
FENCE \\\\ \ \ `�� `\� \ \ 1 I I 1\ 1♦ I I \ \ \
\ \ \ ♦\ 1\ ♦ \\ ♦1 \ 1 1 1 I I 740.4
ENCE \ \I 1 1 1 1 1 I 1 1 \\ \ I x\ ♦\\ \;
I 1 1 I l l l 1 1 1 \\ `mow\ `\ \♦ \` �`
1 x 740.7 \\
/
X /-♦ ` �`�
I?741.4
753.4
1 I \1 /1 I x x \ OCQ A0�0
753.3
/
IRON SET
AT 20.00'
q•
/ 12
p- 202
R -6500.
T-10.59'
15
00'
4CB-S75'12'22'W
S/'30•�
C-231.15'
/
A
/
R 430 00' T.M.85-3A
L-89.19'
C=89.03'
CB=570'Sfi'57'X
GRAPHIC SCALE
1"=100'
200 300
0 100
/ / I
IRON
SET
U
a
U)
I
a
2
H
cc
0
O
Z
Q
('
T.M. 65-IE
TRACT 3
IRON
SET
WELL
/ / / IRON SET
A
P
m
l.♦IY/^yore
GRAVEL' ' _ I _yl 30 -20
v / S,B'13 45
/ 220
$j7•p9 T.M.85-fA
/ j4 55'
/ � 5j5.50.58
21155'
/ S,/W A'11 STATE ROUTE 636 TOPOGRAPHIC SURVEY
BATESVILLE ROAD
(30'PRESCRIPTIVE EASEMENT) OF A PORTION OF
TRACT 2
T.M.85-2 THE PROPERTY OF CYRENA W. SPARKMAN
I LOCATED ON STATE ROUTE 636 (BATESVILLE ROAD)
AND STOCKTON MILL CREEK
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE 1" = 100' DATE: MARCH 3, 2021
CONTOUR INTERVAL = 2' DATUM : NAVD88
FOR
CYRENA W. SPARKMAN
ROGER W. RAY & ASSOC-INC.
663 BERKMAR COURT
CHARLOTTESVILLE, VIRGINIA 22901
LAND SURVEYORS LAND PLANNERS
434-293-3195
148448