HomeMy WebLinkAboutWPO202000007 Plan - VSMP 2021-02-05NOTES
TAX MAP PARCEL AND OWNER INFO:
ZONING: RA - RURAL AREAS
OVERLAY DISTRICT: NONE
MAGISTERIAL DISTRICT: WHITE HALL
PARCEL 8-50 (70 ACRES)
HERALD VENTURES LLC
6640 MARKWOOD ROAD
EARLYSVILLE, VA 22936
SOURCE TOPOGRAPHY: TIMMONS GROUP, SEPTEMBER 18, 2020
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
SETBACKS:
FRONT: 75'
SIDE: 125'
PRESENT USE: VINEYARD
PROPOSED USE: NEW 5,600 SF TASTING ROOM
MAXIMUM BUILDING HEIGHT = LESS THAN 35 FEET
PROPOSED DISTURBED AREA = 4.88 ACRES
EXISTING IMPERVIOUS AREA = 0.05 ACRES
PROPOSED IMPERVIOUS AREA = 0.80 ACRES
WATER SUPPLY: PRIVATE WELL
SANITARY SEWER: PRIVATE SEPTIC
WATERSHED: BUCK MOUNTAIN CREEK
CRITICAL SLOPES: THERE ARE NO CRITICAL SLOPES
HARK VINEYARD TASTING ROOM
VSMP PLAN
WPO #2020-00007
COUNTY OF ALBEMARLE, VIRGINIA
02/05/2021
VICINITY MAP
1"=1000'
ARCHITECT:
WILLIAMS ARCHITECTS
2324 GLENN CT.
CHARLOTTESVILLE, VA 22901
CONTACT: EVAN WILLIAMS, RA
TELEPHONE: (434) 989-5197
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: (434) 327-1681
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS AND DEMO PLAN
C3.0
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C3.1
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C3.2
EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
C3.3
EROSION AND SEDIMENT CONTROL PLAN - PHASE 2
C3.4
EROSION AND SEDIMENT CONTROL PLAN - SEPTIC
SYSTEM
C4.0
LAYOUT PLAN
C5.0
GRADING AND DRAINAGE PLAN
C5.1
SIGHT DISTANCE PROFILE
C6.0
STORMWATER SUMMARY PLAN
C7.0
STORMWATER MANAGEMENT PLAN
C8.0
STORM PROFILES
# OF SHEETS = 14
SIGNATURE PANEL:
APPROVAL DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT_
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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02/05/2021
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DATE
1210112020
DRAWN BY
A. MABEE
DESIGNED BY
1. SHOWALTER
CHECKED BY
1. SHOWALTER
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JOB NO.
46680
L
SHEET NO.
C0.0
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS
BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING
ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,
SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN
GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE
CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS.
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13.
7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE
WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND
SPECIFICATIONS.
8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE
REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM
THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS
PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED
PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY.
14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST
WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT
THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE
COURSE(S).
17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009
UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
AND ICC/ANSI A117.1-03.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. 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.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR
BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
0 0
PER
VDOT
8' 1 5' 1 8' 8' 8'
TYPICAL VAN
L ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
SIGNAGE NOTES
1
{✓5
FACE OF
CURB
4"
PAINTED
STRIPE
(TYPICAL)
REGULAR SPACE
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF
EACH OF THE FOLLOWING AND ANY REVISION THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH
UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1
ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO
BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
�(TYP.)
12
(TYP.)
STD.
R1-1
NOTE: STOP SIGNS TO BE 30" WITH
HIGH INTENSITY SHEETING
STOP BAR DETAIL
NO SCALE
STOP
STRIPING & SIGNAGE NOTES & DETAILS
No Scale
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANSAAKE OFF)
NYLOPLAST DRAIN BASIN WITH STANDARD GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMIP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 3T FOR CORRUGATED HOPE
(ADS N-124HANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWI (EX: SCH 40), PVC a001CW5,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
1 - 8"- 30" STANDARD GRATES SHALL BE DUCTILE IRON PERASTM A536
GRADE 70jv0Qri
2 - 17 - 3T FRAMES SHALL BE DUCTILE IRON PER ASTMA536 GRADE 70-5005.
T & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAM BASINS WITH THE
USEOFAPVCBODYTOP. SEE DRAWING NO.7001-110-045.
3 - DRAIN BASIN TO BECUSTOM MANUFACTURED ACCORDING TO RAN
DETAILS. RISERS ARE NEEDED FOR RASHSOVER SW DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING N0. 7001-110 M
4 - DRAINAGE CONNECTION SIIIBJOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE {ADS N-121HANCOR DUAL WALL),
N-12 HP, & PVC SEWER IT -241.
5 - ADAPTERS CAN BE MOUNTED ON ANYANGLEO'TO 360'. TODETERMNE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING la 7001-110-012
6 - IT-30"STANDARD GRATES SHALL MEET H-20 LOAD RATING.
7 - 8"& 10"STA6DARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS
ONLY; NO CONCRETE COLLAR NEEDED FOR UGHT DUTY RATING.
Ir MIN WIDTH GUIDELINE
F MIN THICKNESS GUIDELINE
15) ADAPTER
(6, T) TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR
ANGLES
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
ARABLE 0*-360
DESIGNED TAKING I NTO OONSI DERATION LOCAL SOIL CONDITIONS,
ACCORDING TO
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
a PLANS
SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(8 MIN. ON 8"-24%IC' MIN. ON 3ff
4" MIN ON 5%24" BASED ON MANUFACTURING RED.)
8- MIN ON 3T
i
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
8"-30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
7-1/2"
ANCHOR V i i i 1 i8 ..mow. "
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN SINGLE LIFT)
8" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
GTH
0.5' FROM EP
EELLD DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
PRECAST CONCRETE WHEEL STOP
No Scale
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
R= %4"
COMPACTED SUBGRADE
CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
EXPANSION JOINT AT MAX OF 30', WITH
PREMOLDED EXPANSION FILLER
CONC. WALK
4" 21-B STONE
I1 • � I I - 1111 -
■
.s _ �,� .ems ,���s .� .ems _
- ' TV - ��� SON
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE
SIGNS AS RESERVED FOR PHYSICALLY
DISABLED PERSONS. PROVIDE ONE (1) R-7-8
SIGN AT EACH PARKING SPACE INDICATED ON
SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED
WHITE) WITH GREEN LETTERS AND
INTERNATIONAL WHEELCHAIR SYMBOL. SIGN
SHALL BE PLACED ON STEEL POST 1-1/2" O
PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
-�� 3" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
No Scale
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
a ..
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
EXISTING PAVEMENT
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EX.SURFACE ILL!
COURSE
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& REMOVE
PAVEMENT
\ 2'MIN
EXISTING
PAVEMENT
MILL EX.
SURFACE COURSE
SAWCUT EX. -"
EDGE OF PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
BASE COURSE
AGGR.BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
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DATE
1210112020
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
J. SHOWALTER
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JOB NO.
46680
SHEET NO.
C1.0
EX. 10' (MINIMUM) COMMUNICATION
EAS12"CMP STATE ROUTE 664 - MARKWOOD ROAD TELEMENTFO TELEGRAPH
VIRGINIA
INV IN=656.25' TELEPHONE &TELEGRAPH COMPANY
(SEE SURVEY NOTE 10) D-B 484, PG. 36
1I (U TIL I TY NO T MA RKED; PEDESTALS
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9
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JONES, CONSTANCE
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609 +61 2 /
+� \ \ / - _ _ -614 - - - - - - - - / J / / 61 / / SURVEY NOTES:
66A 611•/ - -613 EX. (UNSPECIFIED WIDTH) GAS -LINE 1. PROPERTY&ZONINGINFORMATION:
ref' 6°8\ \ \ \ \ \ \ ` \ ` \ \ \ +p1 / + / / / / 62 - - - _ _ _ \ I 7 / / (& TELEPHONE) EASEMENT FOR / `
/ \ \ \ \ \ / / 1 - _ \ / SUBJECT PROPERTY.
+ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / +6� _ _ - _ / COLUMBl4 GAS OF VIRGINIA
/ OWNER: HERALD VENTURES LLC
\ \ \ \ \ / / / / - - - - / � DB. 492, G. 58 (ATLANTIC SEABOARD REFERENCE: DEED BOOK 5153, PAGE 219
60" \ \ \ \ \ \ \ \ AR / 612 - _ 32 /
' _ _ p1A III/ MERCOD W/ COL UMBIA GAS) TAX MAP PARCEL: 8S0 (PART OF)
6Ag\ ` \ \ \ \ \ \ ' \ \ \ + \ ` \ / l / / / / ' — — — _ _ ` ` ` ` + DB. 04, PG. 495 EASEMENT FOi� ` PROPERTYADDRESS: 6640 MARKWOOD ROAD
+6p \ \ \ 19� \ ` \ ` / / 01 / ' ,611 - - 9 \ \ - _ _ A�ANTIC SEABOARD CORPORATION) RECORD PARCEL AREA: 70.00ACRES
/ 0 606, \ \ \ 6 \ _ / ZONED. RA RURAL AREAS
+ \ \ \ / / 2. DIMENSIONAL ZONING REGULATIONS, PER ALBEMARLE COUNTY CODE.
�605 ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \6,75 ` \ 681 qq g0 / / / / 609 63 _ _ SETBACKS:
' 606 / / / / \ 3 \ \ \ \ \ \ \ \ \ �67_ - - - _ - - - - - - +6j� // // / // / //+6v� - - _ _ _ _ \ \ \ \ \ \ - - � / / SIDEYARDARD P5 FEET T
+ , / / 0�\3 \ \ \ \ \ \
�6p4+6 \ \ \ \ \ \ \ � \ \ \ � / / / / / / \ \ \ \ \ \ \ lo,� / � REAR YARD - 35 FEET
' 608 - _ _ _ \ \ \ \ �1 `' HEIGHT REGULATION - MAXIMUM HEIGHT = 35 FEET
� I � � MINIMUMLOTAREA-2ACRES(OR 20,000 SFIFPUBLIC SEWER AVAILABLE)
- 3. THE SURVEY SHOWN HEREON IS BASED DNA FIELD SURVEY BY TIMMONS
607- _ -
\ \ \ \ \ \ \ ` 6/? ` / / / / / / / '- _ 606'g\I \ I / GROUP COMPLETED ON SEPTEMBER 18, 2020.
+�p3_\ \ \\ \\ /+I EXTENTS OF \ \ c�
�� 4. THIS IS NOTA BOUNDARY SURVEY, BOUNDARY LINES SHOWN HEREON ARE
� TIMMONS GROUP \ / BASED ON FIELD RECOVERED, A VAILABLE MONUMENTA TION AND DEEDS AND
�� \ SURVEY \ / PLATS OF RECORD. NO TITLE REPORT PROVIDED, THUS EASEMENTS MAYEXIST
/ \ WHICH ARE NOT SHOWN HEREON.
-6 \ \ �/ // / / / // \ I\
0'95. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH
too \ ` \ \ \ \ \ \ \ \ \ \ ` \ \ / / / / / / / \vx ZONE. DATUM ESTABLISHED THROUGH NETWORK GPS (LEICA SmaftNET)
\ \ \ 9� \ \ \ \ \ \ \ 6p8- \ \ \ v / / / / / / Oq\ I / / OBSERVATIONS.
6p6• �\ \\ \ \ \`\ \\ems \ \\ \// / / \
/ \ ( 6. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO.51003CO110Q
EFFECTIVE DATE FEBRUARY 4, 2005, THE SURVEYED PROPERTY SHOWN LIES IN
C� I UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE / / / \ \ I FLOODPLAIN.
I / \
EXTENTS OF I 1 / 1 \ / \ \ \ g\ rno \ \ \ \ 600 \ \ 8
91 / / ' 7. PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FOREST DISTRICT.
TIMMONS GROUP I 16039 I I / / � /1 it \ \ \ \ \ \6Q25 \ �`� \ \ \ \ \ \ 62 � � �
SURVEY -� I / / 69 \ ` \ \ \ \ \ + \ °gyp \ \ \ \ +6�� / / / / \ \ \ 8. PROPERTYLIES WITHINA WATER SUPPLYPROTECTIONAREA.
/ / / \ \ \ I SCALE 1 "=20' 9. PROPERTY IS LOCATED WITHIN THE BUCK MOUNTAIN CREEK WATERSHED.
000� \ / / / \ I \ I 10. BOUNDARY SURVEY OF RECORD INDEED BOOK 4576, PAGE 576 INDICATES
\ / / \ I \ ' 0 20' 40' STATE ROUTE 664, MARKWOOD ROAD, AS AN EXISTING 50' RIGHT-OF-WAY
��
BOUNDARYFRONTING SAID ROAD IS SHOWN PER SAID PLAT, HOWEVER NO
INDICATION OF FEE SIMPLE RIGHT-OF-WAY OR TAKE OFAREA BY THE
COMMONWEALTH OF VIRGINIA HAS BEEN FOUND DURING RESEARCH OF SITE.
6 \ \
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EROSION AND SEDIMENT CONTROL NARRATIVE
MINIMUM STANDARDS:
NOTE: CONTRACTOR IS RESPONSIBLE FOR FULFILLING ALL OF THE FOLLOWING REQUIREMENTS:
PROJECT DESCRIPTION
THIS PROJECT INCLUDES A NEW TASTING ROOM FOR HARK VINEYARDS, A PARKING LOT, AND ASSOCIATED SITE WORK
THE LIMITS OF DISTURBANCE IS 4.88 ACRES.
ADJACENT PROPERTY
THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY
RESIDENTIAL PROPERTIES AND DAVIS SHOP ROAD TO THE NORTH. RESIDENTIAL PROPERTIES AND MARKWOOD ROAD
BORDER THE SOUTH AND EAST SIDE. THE WEST SIDE IS BORDERED BY A RESIDENTIAL PROPERTY.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY VACANT WITH WOODS AND TURF AREAS.
OFF -SITE AREAS
NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT.
CRITICAL EROSION AREAS
NO CRITICAL EROSION AREA EXIST.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF
THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES
HAVING JURISDICTION.
EROSION AND SEDIMENT CONTROL MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT
THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT
CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY
MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO
PREVENT SEDIMENT FROM LEAVING THE SITE.
3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE
STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM
DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA.
5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN
SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET' AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY
OF SEDIMENT TO SETTLE OUT.
5.1.1. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY
SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE
CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT
LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.OUTLET PROTECTION - 3.18 STRUCTURALLY LINED
APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE
OUTLETS STRUCTURE.
6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR
MOVEMENT
7. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TRESS FROM MECHANICAL AND OTHER INJUSRY DURING LAND
DISTURBING AND CONSTRUCTION ACTIVITY.
VEGETATIVE PRACTICES:
8. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL
BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE
AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.
9. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY
PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY
FOLLOWING INSTALLATION.
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED
TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING.
SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR
SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE
SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED
SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
SEQUENCE OF INSTALLATION
PHASE I
1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER,
AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE OR THROUGH
TELECONFERENCE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
2. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SEDIMENT TRAPS, CULVERT INLET PROTECTION, DIVERSION
DIKES, OUTLET PROTECTION, SILT FENCE, TREE PROTECTION AND DIVERSION DIKES.
3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CON BEGIN.
4. ROUGH GRADE PROJECT AREA.
5. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
PHASE II
1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER
FINAL GRADE IS ACHIEVED.
2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED.
SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION.
3. ONCE ALL CONTRIBUTING DRAINAGE AREAS TO THE SEDIMENT TRAPS HAVE BEEN STABILIZED AND APPROVED BY AN
ESC INSPECTOR, FINAL GRADE SEDIMENT TRAP AREAS. SILT FENCE BELOW THE SEDIMENT TRAPS MUST REMAIN IN
PLACE UNTIL THE ENTIRE SITE IS STABILIZED AND APPROVED BY AN ESC INSPECTOR.
4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES
CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. 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.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES 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.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
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.
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.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY,
FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION
5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS
OF 7:OOAM TO 9:OOPM.
15. BORROW FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT OR
ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS
PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND
IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER
RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN
MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING
SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL
RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT
TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50%
OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY
TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR
HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND
EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN.
ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING,
OR LAND DISTURBANCE.
ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN 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, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY
FOR REVIEW AND ACCEPTANCE.
ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE)
ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT.
ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE.
ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
IMMEDIATELY.
SOILS INFORMATION:
14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, HIGH, WELL
DRAINED, HYDROLOGIC SOIL GROUP: B
19C - MINNIEVILLE LOAM, 7 TO 15 PERCENT SLOPES, 60 TO 120 INCHES TO PARALITHIC BEDROCK, MEDIUM, WELL
DRAINED, HYDROLOGIC SOIL GROUP: B
36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, MEDIUM, WELL
DRAINED, HYDROLOGIC SOIL GROUP: B
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH
THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE
TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS-2. DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS
AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE
MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL
DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF
DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER
THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE
CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL
SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR
STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND
TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS
UTILIZED.
MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.
SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION
SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL,
ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT
POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF
CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY
SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL
SHALL BE PROVIDED.
MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL
BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY
TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS
OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED
TO PREVENT FURTHER EROSION AND SEDIMENTATION.
MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW
RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE
WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, CHAPTER 8 PAGES 20-24.
COUNTY OF ALBEMARLE
Department of Community Development
xn
"IAGINIP
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.
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PIPE OUTLET CONDITIONS
Sedi me nt Trap #1 design
drainage area (acres)(a3)
1-12
I'll VAemeEE•
trapvolumes:,,,
CREST OF STONE WEIR
I p.a e•
elution (ft) area (sp
volume(cy)
611 345
612 591
17-3
DRY STORAGE
A
�,
uu+ BU
613 863
26-9
614 1161
37-5
615 1483
49-0
WET STORAGE
615-5 1654
29-0
(Ealc+Ta*€o)
FLTFR LURN
OIitlN+A
159-8
-$a KATE 313-1
ClUASE F.CGREC.�IE
C{ X Rill
wet storage:
wet storage required (cy) (67*DA)
75-0
bottom of stone weir (11)
614-0
wet storage provided at this elevation (cy)
81-7
*"coarse aggregate shall be VDOT#3, #357 of#5
slope of wet storage sides
2-1
weir length (11) 1&DA)
6-7
dry storage:
bottom of trap elevation (11)
611
dry storage required (cy) (67*DA)
75-0
bottom trap dimensions:
TX60'
crest of storie weir
615-5
top of dam elevation (H)
616-5
dry storage provided at this elevation (cy)
78-0
top width of dam (11)
3
slope of dry storage sides
2:1
top trap dimensions
29'X74'
E1
TEMPORARY SEDIMENT TRAP 1
No Scale
Sediment Trap # 2 design
drainage area (acres) (c3)
2-7
trap volumes:
eevation (ft} area (sf}
vdumefcy}
619
1059
621
1977
112-4
622
2474
82-4
623
2996
101-3
623-75
3404
88-9
wet storage
wet storage required (cy) (67*DA)
180-9
bottom of stone weir (ft)
622- DO
wet storage provided at this elevation (cy)
194-9
slope of wet storage sides 2-1
dry storage:
dry storage required (cy) (67*DA)
180-9
crest of stone weir
623,75
dry storage provided at this elevation (cy)
190-2
slope of dry storage sides 2-1
R' I VAl E
CR€STOFSTOHEWEIR
,�>•
CAOUNL
CRWND
CEEV.
DRY STORAGE
- e? wVtrMIE�
WET STORAGE
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ONCAW M
FILTERLLDTN\ N�K
SfE RATE 3.13-1
OWU AGGPIE6liCE I Fill
**coarse aggregate
shall be VDOT#3, #357 of#5
weir length (it) (6xDA)
16-2
bottom of trap elevation (11)
619
bottom trapdimen sions:
11'x99
top of dam elevation (H)
624-75
top width of dam (ft)
3
top trap di men si ons
30'x 118'
ST2
3.13
TEMPORARY SEDIMENT TRAP 2
No Scale
2 X 4" WOOD SILT FENCE DROP INLET PROTECTION
FRAME
1.5' _ c
MAX. —
3'
MIN.
PERSPECTIVE VIEWS
DROP INLET
WITH GRATE
FRAME
DETAIL A
f GATHER
EXCESS
AT
CORNERS
ELEVATION OF STAKE AND FABRIC ORIENTATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN
5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY
TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET
OR HIGHWAY MEDIANS.
rel
STORM DRAIN INLET PROTECTION
No Scale
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING
TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS.
POSTS. 6
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FL(
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRAI(
SF
CONSTRUCTION OF A SILT FENCE
No Scale
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES SPECIES RATE (LBS./ACRE)
SEPT. 1 - FEB. 15 50150 MIX OF
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
& 50-100
CEREAL (WINTER) RYE
(SECALE CEREALE)
FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100
(LOLIUM MULTI-FLORUM)
T$ MAY 1 - AUG. 31 GERMAN MILLET 50
(SETARIA ITALICA)
TEMPORARY SEEDING PLANT MATERIALS
No Scale
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP ` 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
CROWNVETCH *` 20 LBS.
150 LBS.
` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE
" SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
PS ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
SILT FENCE CULVERT INLET PROTECTION
FENCE DISTANCE IS
FLOW 6' MINIMUM IF **OPTIONAL STONE COMBINATION
FLOW IS 1,
TOWARD
EMBANKMENT
11
FLOW 2.5
*`VDOT #3, #357, #5, #56 OR #57 COARSE CLASS
AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP
HORSESHOE " WHEN HIGH VELOCITY OF FLOW
IS EXPECTED
CIP 3.08-1
CULVERT INLET PROTECTION
No Scale
TEMPORARY RIGHT-OF-WAY DIVERSIONS
CWD DD 3.09-1
TEMPORARY DIVERSION DIKE
No Scale
A A
SECTION A -A FILTER
CLOTH
m
La
Jl
IPE OUTLET TO FLAT
REA WITH NO
EFINED CHANNEL
ILL'1=
I I -11n d
-KEY IN 6"-9'; RECOMMENDED
FOR ENTIRE PERIMETER
7 3do(MIN.)
IPE OUTLET TO
/ELL DEFINED
HANNEL
1
dt
SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED
CLOTH 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.
�P 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6
INCHES. 3.18-1
OUTLET PROTECTION
No Scale
EXISTING GROUND
70' MIN.
B WASHRACK L0' MIN
10 EXISTING
12' MIN* I PAVEMENT
VDOT #1 COARSE B0' MIN
AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION.
PLAN VIEW
12' MIN.
3" MIN.
3" MIN.
FILTER CLOTH SECTION A -A
6'-7"
/! t , i
REINFORCED CONCRETE DRAIN SPACE
SECTION B-B
CE 3.02-1
STONE CONSTRUCTION ENTRANCE
No Scale
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DRAWN BY
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DESIGNED BY
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CHECKED BY
1. SHOWALTER
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JOB NO.
46680
SHEET NO.
C3.1
SOIL TYPE: I
19B 40000_
EX. 10' (MINIMUM) COMMUNICATION
EASEMENT FOR (N/F) VIRGINIA I
TELEPHONE & TELEGRAPH COMPANY
D. B 484, PG. 36
(UTILITY NOT MARKED; PEDESTALS
LOCATED AS SHOWN) -
---_- ------ \ ---_-- a iL-e
IIIIIIIIIIIIIIIII 2- /
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FOR VJf?C'lNIA ELECTRIC.
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/ )000
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APPROX. LOCALON OF - - - - / / ' / / GEORGE RALPH SNOW
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RESERVE DRAINFIE'L0. I' _ -� /
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I /PLACE TRENCHED MATE AL ON UPHILL I \ 1 6
y \ o�
I / \ SIDE OF TRENCH. ALL TRENCHING \ I \
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I
TMP 8-50A
GEORGE RALPH SNOW
WB. 172, PG. 68
DB. 1432, PG. 199
EROSION CONTROL LEGEND
=
LIMITS OF CLEARING AND GRADING
=
DRAINAGE DIVIDE
-
SOIL AREA DIVIDE
-
SAF
—SAF—
SAFETY FENCE
3.01
CE
CONSTRUCTION ENTRANCE
3.02
SF
SILT FENCE
3.05
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®
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DIVERSION DIKE
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SEDIMENT TRAP
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OUTLET PROTECTION
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PERMANENT SEEDING
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MULCHING
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TREE PROTECTION FENCE
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DUST CONTROL
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BM
AREAS STEEPER THAN 3:1 TO BE
3.36
STABILIZED WITH STABILIZATION
BLANKET
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER
gyp;\LTH Or
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I.ic \, 0402057151
02/05/2021
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DESIGNED BY
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SCALE
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FOR FORCE M;<IN AND WATER
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TRENCHED MATERIA 01�1 ) I I I \
UPHILL SIDE OFT CH. ALL
YRENCHING,SHALLBE
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\ \ I I I \ \ \ \ / DAY AD BEFORE E3PE(;TED
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1 I \ \ >
4I I \ \ \/ / \ I \ I I
FOR FO�CE MAIN �ND WATER )NE
_ _ _ _ _ — / \ \ l / I I DISTURBANCE, CgNTRACTOR SHALL PLACE
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END RAIN 9F EACH
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\ \ \ / SEPTIC FIELDS,\
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APPROX. LOCATION OF
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APPROX. LOCATION OF
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APPROX. LOC-ATIWOF
EXISTING BUILDING
SC LE 1"=40'
/
EROSION CONTROL LEGEND
=
LIMITS OF CLEARING AND GRADING
=
DRAINAGE DIVIDE
—
SOIL AREA DIVIDE
—SAF—
SAFETY FENCE
3.01
CONSTRUCTION ENTRANCE
3.02
X—
SILT FENCE
3.05
®
INLET PROTECTION
3.07
DIVERSION DIKE
3.09
SEDIMENT TRAP
3.13
OUTLET PROTECTION
3.18
TEMPORARY SEEDING
3.31
PERMANENT SEEDING
3.32
MULCHING
3.35
TP
TREE PROTECTION FENCE
3.38
DUST CONTROL
3.39
AREAS STEEPER THAN 3:1 TO BE
3.36
STABILIZED WITH STABILIZATION
BLANKET
* "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER
�p.ALTH 0
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I.ic \-. 0402057151
02/05/2021 ��
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DRAWN BY
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EX. 10' (MINIMUM) COMMUNICATION
12"CMP STATE ROUTE 664 - MARKWOOD ROAD EASEMENTFOR LE VIRGINIA
INV IN=656.25' ELEV=657.62' TELEPHONE&TEGRAPH COMPANY
(SEE SURVEY NOTE 10) D.B 484, PG. 36
(UTILITY NOT MARKED, PEDESTALS
I LOCATED AS SHOWN)
j 12" CMP / ss \ EP
_ I '
- - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - _ - \- - - - - - - - - - - - - - / - ' _ EF 652 \
16'MAPLE - - - - / - _ - L=►-, - - - _ -
INV OUT=634.�43\ \ \ \ \ \ \ \ \ \ \ \ ` / ' / \ \ _650— /
3-- \ \ \\ \\ of
s2 - - - - - _ u \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \S45°13'38"E 308.07' \ \ _ _ - - -659- - - - - _ /' /'-649-
12" CMP \
I I 1NV IN=651.33' -b'tf000 RAIL
'51------\I \ \\ \ \\ \\ 'FENCE(HT=4)//
\ _ _ _
t50— \ �i 12' CMP \ ` \ \ \ \ - -ss8_ _ / / / / / Aso / / /' / - / ' _ _ \ - 48 9 MILL AND OVERLAY ONE FULL TRAVE
_ \ \ \ \ \ \ \ \ \ \ / / 7,5 BUILDING / / ' /' /' % ' ' �= C2 _ _ - �� LANE. TIE PROPOSED ASPHALT
____ \1"CMP AND PARKING/ /� / .' / ' � ----------------'648 \\ �A% TO EXISTING PAVEMENT IN
sag / I \ - INv olJT�6a768' ` \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ ' / ' SETBACK/ . • /' / ' \\\ / ' \ /' - ' ACCORDANCE WITH VDOT VEMEN
-�8- -/ \\\` \ \ \\\ \\\` \\\\\ \\\\ \ \\\ \\\ / // ---\ WIDENING DETAILW-2(TYP.�A
\ '
-647
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 65,
COVERED PATIO PER / / ' '
_.646 ----\ \ \ �`\\ `\\ \ \ \\ \\\ \\\ \ ARCHITECTURAL 656 / /R42' /' /� �/ ' 24' _646'-----------
\ \ \\\ \\ \ \ 'ARCHITECTURAL
/ / / / --- - R
—645— — \ \\\\\ \\\ \\\\ \\\\\ \ \ \`\ \\\ \\\ \`\ \ \ \ ENTRANCE / / / /' /'/ / / __ �_ / �i✓ /'
i'
t CANOPY 17.4'
\ _ /
\ /
- - - - - \ \ \ \ \ \ ` \ \ - _ \ \ \ \ \ \ \ ` \ \ ` \ � — i �a�.'.,. � / / / / / � / @X. POLE LIrvE EA / - � � R20' - J / 1 - - _642� / \
UNSPrFEIFIED WIDTH) \
FOR VjRGT171A ELECTRIC
/ R \ -641-
- - -WIRE FENCE \ \ - - - - \ \ ` \ \ _ _ - - - / / d POWER COWAN _ _ I 24' _ _ _ - \
\ \ \ / /
\ _ \ - _ - 11.T R1 � y _ - -
(HT-8) \ \ - \ \ ` \ \ \ \ \ \ 53't / / / a PA NG �r / 3 _\ 0��
- 642- \ \ \ - _ _ \ KI
_
3_5' \ \ - / / / / ..i,,,, / SIGNS / / �_ I 508,.
\ \ \ - / '652 T� _ '�. �i ' R5'8, .. .. J •.. / 9Fm ` /_ OH-P-
- - - - - - .�/ \ \ \ \ \ \ \ \ - ` - - \ \ \ \ \ - - - - \ \ / 1�RCHITECTURAL S ���I 0/
6y1 ALL. SEE ARCHffECTS '/ 81 •.. / ' ' WHEEL' ' - I` __ - - _ ' ' ` / �64
52.24' \-- ,PLA7fSFORDETAILS r... .. ( ) /'-__Z---- -- -
---- 0 / Nam.. -'. /STOP TYP. --- --- 642 //,, / BQ
-639\ \ - _ - - ` \ \ \ \ ` \ i65 _ _ / ' r....' _ ' I R15'
a,.'.
638. \ -__ _-- \\ \ \ \\ _--649� - / --�--- ----__ ' /---- 39 /
\ \\\ \\\ \\- _- PRAPOSEDTASTING ��� / R8'
- - - 637 - \ \ - ` \ - - - ROOM _ - -sae - - ' / _ '''r. ` R90' G' R5' / xx _ _ _ 638
-636 _ - - _ _ \ \ \ \ \ \ \ ` \ \ \ \ \ \ ' / / ' ✓ .'i. R8' _ — — �i—� • �..� / ' _ / '
- _ 64 � 24' /
35— - _ \ \ \ _ 6 _ 1 '
\ - \ - / SE 'ICE ....
116.3T_ - - -sas Ry.. - -
-634
/
- 633- - \ \ \ \ ` \ \ \ \ \ \ ` \ 16''.'i.' •�'� / �'.'.'' _ / 636- _
\ / CANOPY
_ - - - 632- . .. . .'•'�.. •.' .. •''. •.•�''' / (TYP.) _ / /
_644-
\ OVERHEAD DECK
-29
\ \ 641 �.'.
'-------- \` `\ _ �640 _-' ems- �. ��
_ �1 O R150'>. V�HEEL \ \ \ \ \ \ \ \ \ ` \ \ — — — — — — _ - - _ KRCHITECTURAC SITE - �- I G ... �635 STOP (TYP.)
'67.1 \ `\ `\ ` \ \
_639- WALL. SEEARCHITECT3 O _----- - - - -- \ \ / '
26' \ ` \ \ \ \ _ _ _ - - - , 'PLANS FOR DETAfLS _ R150'
--- --- --- - - - - \\ I _634-
/ - - - - - - \ \ ` \ ` \ \ \ \ \ \ \ \ \ \ \ ` \ - - ' _ _ 637- - _ - - - - \ \ - - - _ - - - '
\ \\ \\\ /' /636- i / _�' __- _--------_ I\ ---- -633
--
'----------'� _'' � _'' __- WERCAfERALS,SEPTICTANK ��
/ \ \` \\ \ \ \\ \ \ \\ ` \ / 1635_ _ _TmpPX AND LIFT PUMP PER _ SEWAGE --- - - - - -\ --632'
/ \ \ / -DISPOSAL-SITE-PLAN. SEE SEWAGEI / /
.634 - - ---HERALD- RES LC _ 1
- -621 � \ \ \ \ \ \ \ \ \ \ ` — — — — / _ , _ , DISPOSAL PLANS FOR DETAILS. — — \ \ - - _ _ _ _ _ - 63 � _ ' ✓ '
` \ \ \ _-DB. G.2
- _ - 633- ' _ _ ' ' � �W9GE P-JEANS-TO-BE PERNfITTE6 \ \� - - �-
/ \ \ \ \ _ - _ ' _ - DB. 4576tP 584 tA?J SEPARATELY THROUGH VDH. I \ —630 - _
/ ----' ----- - - - - -- _
\ \----------- /'' /I 632''-' _ 0.00A :R4 UR AREAS) ------ _--- ---_ --- --
\6?O� 70.00 ACRE fI0 L-BARGEE) - - - _ 6zs - _
-628 - - � _ - - - _ _ - - _ 626_ _ - _ - _
\APPROX. LOCATION OF _ —625�
RESERVEDANNFIEL_D� \' /__-627 -- / — _ — }� _624----------- I- _ - '
x `\ _--- /�/ --626 623_
676
— / — — — — — — — — — — — — — — — — — — — —
-625- � 622
-624
/ - I 620/
3 co
// \\\ \\6j?, \\ \\\ \ �\ \ \\\ \ \\ \ \ \ �/ TMP8-50A
/ - /' /' 619'- ---- 6/ /
.' -------------------------' ' Al /' GEORGERALPHSNOW
WB.172,PG.68
�-618------------------ -- i'I /' /6\6� / /' /' D6.1432,PG.199
\--------- - - - -' / '
\ --\- / I / /---617------------ ------------- /I/ /' /615
I \
- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - \ EX. UNSPECIF-'IED WIDTH GAS -LINE
Ll / / / 6` \ \ \ \ \ \ \ \ / / / - _ _ v / (& TELEPHONE) EASEMENT FOR /
COLUMBI GAS OF VIRGINIA
/6 2 _ _ - � DB. 492, % 58 (ATLANTIC SEABOAF
_ - - ` \ \ \ \ MERt �D W/ COL UMBIA GAS) /
DB.,f4�04, PG. 495 (EASEMENT FOI�
- 606 \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ / / / \ \ \ \ - - _ _ _ _ ATLANTIC SEABOARD CORPORATION)
WIRE FENCE / / / \ \ \\ \ \\ \\\\ \\ `\ �6\\ \\ / //
I' (HT=8) ' / I / / ' / / / 605� \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7S\ \ - - /l / / l / / / 609- - - _ \ \ - / /
\6p4 \ \ \ \ \ ` \ \ `bin \ \� \ / l / l / \ ` \ / /
-608' -
60 \ \6ja \
EXTENTS OF \ \
0/4 SWALE`) \ \ TIMMONS GROUP
\670� `� /' /' /' / // /' // / / \ \ SURVEY /
S
it
\ \\ \ \\ \\ \ � / \
I\\ \\\ \\ \\ \\ \ \\
\\ \ \
/ I \ \ \ \\ \\ \ e\\ \\ \ \ f \ \ I A EXTENTS OF I \ /
I TIMMONS GROUP
SURVEY /
SCALE 1"=20' I
0 20' I 40' I I
�I /
\
BENCHMARK
BRIDGE SPIKE SET
TMP 8-47
JONES, CONSTANCE
DB. 611, PG. 321
�L:\LTH 0 c
:UN ATK,%.\ M SHOWMTER
I..Ic. No. 0402057151
.,a 02/05/202 1 Ilk,
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DATE
1210112020
DRAWN BY
A. MABEE
DESIGNED BY
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CHECKED BY
J. SHOWALTER
SCALE
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I 1
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JOB NO.
46680
SHEET NO.
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BENCHMARK TCO 8-47
JONES, NSTANCE D
BRIDGE SPIKE SET DB. 611, PG. 321
12"CMP STATE ROUTE 664 - MARKWOOD ROAD
_INV. IN=656.25' ELEV=657.62' GRADE V WIDE SHOULDER V DEEP DITCH WITH 3:1 (SEE SURVEY NOTE 10)
SIDES. GRADE FROM SOUTH TOP EDGE OF DITCH DOWN
I I AT 5% INTO SITE TO ALLOW FOR SIGHT DISTANCE.
II 12"CMP s EP \ - - PER COORDINATION WITH GAS
COMPANY, DO NOT CUT OVER GAS
LINE. FILL AT LEAST 18" ER ROAD
If -657_ - �s \6so - - - - / -� /= / / AREAS OR BEFORE HEAVY - -
II / / / /
- _ _ _ _ _ _ _ / EP °y / 5�' 65ti \ EQUIPMENT CROSSES GAS LINE
- - - - - - - - - - - - - - - _ _ - - - - - - -659 _ _
16"MAPLE 9 ._ - _--_- _ _- _ - - �_-1►-. - -- '/ \
\\ ss8 6g0
INV. OUT=6T�4.-03\ \ / / / / / / / / / ' I �650— /
657658�� -sas-
\ ,
\ 655 656 8 - - - - 657 6 / / / /
' /---- - - - - - - L - 12"CMP 654 - - - 65
II hVV.IN=651.33' 653'
t-----\1 \ 652
l l 12" CMP ` Fo
-648- -
64
0- --- /
\ II 9
IfI \� INV.
-647----`1 �\ \ \ \ __-6 / / / / /' 202
646 - - - - I\
un hN 6" HDPE ROOF LEADER (2 FT -6y6' co / rah ' Ip ROOF DRAIN TO 12" / / ^ / / - - 646 - - - - - - - - /
Ico (o to cooCO COVER MIN) (11/6-SLOPEMH4 / / HDPE WITH/INSERTA TEEf _
-645- - \ \ ` \ \ \ . \ \ \ / 108 / / ' / / / 201 /
\ \ CtEANOUT (TYP.) / / / / o _ �q
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/
/
- _642 \
1 _641- 1 /
-642^\ \ \ �_�_ \ \ \ `� ` ��� 1'.lr� (/ / Q �� 113
_ _FF,E=6\53.00' 652 643 — O
---- - - - -4"HDPE
-'
4" HDPE ROOF / _ _ _ <
IL-E'ADER(2 — / O <,- -- ---
---------_6 \ - `\ ` 646 j ..64g ----' �550 COVER- N)(1o/u / I
70- \ N.,_ - / SL015E MIN). / 112 ' 3y
11
-637-\ \ \ `�_\\ \\\\ \\ \ \ \ _.648 10� _51 _ / _-638�/
' -'636. ` \ \ ` ` \ \ ` \ \ \ \ `\ \ -------647___ / 6 ' __''_ / -7
104
\ � - 644 FFE=653.0O"
/ 633- _ _ \ \ - - - - -645- - �-
\ -FFE=653.00' TIE ROOF P AIN/
_ _ _
_---s3z-_ - -- \ \ \�` ��. \` �`� `\�� 3 _-saa--- �� _� \ TOE'%HbP WITH-
\ _ - _-- -
- - - - - - - - ' \' INSE A-T-EE
_630-
-629'-'-_ _ \ \\�\ \`�\\�\\ `\\ \ \\\ `\ \`\ \`� \ \ \\��\ \`----- - - - - --
- 6N0- - - _ ' 640.00' BASEMENTFFE
----- - - - - -- _aSHIGHWALL 1D3 O \
/640
621
\`\ \\\ \ \\\ \` ` \`--- -- - - --BASEMENTFFE - 6 _ _64� - -
/ /625 \ \ ` \ \ \ ` \ 640, 13' FLOGR-TO
FLOOR
640 \ ---------- - - / / _ - ---
/ _ 623 \ \ \ \ / ` \ -
/ \------ - - - - -' 35-
\ \ 35,
\ �6 63 _ -- ---
�622 \ \ \`------- - - - - --
/ \ \ \ \
.634-
/ _633-' _- -_ '' / \
-628
7' -------- / / 624 _
'sue, `\ \\ \ \\ �`� `�`__ - 625- 2' - -------- - - - - -- ,62
- 624
-623 - -S, - - - - - - - _ _ _ - _ - - - _ _ - _ _ O
- - - - - - - - - - - - - - - - - - - - - - / /
s/ -619--- - - - - -- - -- 1&1---------------------- - - - - -' I// A10
/ -- --
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- - - - - - - - - - - - - - - - - - - - - - - - - - / /
616---
_615-
000
/ / 1 60-
-606,\ \ \ \ \Nl
\6p5\ \�\ \\ \`\ \\\ \ \\ \\\ \`\ \\`\\ \s7S\ \\` f-/ /l // 11 /l /609--_
0000
0000
I sowI`�
// // / I 1 \` \\ `\ \` \\ \` \♦ \\ \ \��� \s/?. \jam `� // // // / / // // / / —607------- /
/ / / I / / / EXTENTS OF / / / /
L/// SWALE`), / / / / .0-0\ TIMMONS GROUP
`167 \ \ / / / / / / / / / SURVEY
806_
�/ / 100 \ /
` \
/ \ \
EXTENTS OF I / 1 \ \ I \ \ \ \ \ \ \rn0
IC ` \ \ \ \ \ \ \ 0
I I TIMMONS GROUP I / / 1 \ \ \ \ \ ` \ \ sll \ I
SURVEY ` / / / / \ ` ` \ \ \ \ % �� \ / / SPREADER
/ / \
\00� ` \ \ \ / / / LEV_ 1: \
� / / TIMBER �ENGTH = 44' I I
0 \ / / / GRADE FLUSH WITH TOP OF I \
TIMBER=600.50 \
SEE DETAIL ON SHEET C7.0 I \ 1
I I ' 0001"
/ I
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\
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I 0 2n 40'
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DATE
1210112020
DRAWN BY
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DESIGNED BY
J. SHOWALTER
CHECKED BY
J. SHOWALTER
SCALE
1"=20'
JOB NO.
46680
SHEET NO.
C5.0
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6oe613
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EIGHT OF
OBJECT = 3.5'
665
665
660
660
\
\
SDL
500'
655
Z:
655
\
\
EIGHT OF
EYE = 3.5'
650
\
650
\
PROPOSED
\
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\
_
645
645
EXISTING
GRADE
(SURVEY)
640
640
\
\
635
635
\
SDR
500'
630
630
\
\
\
625
EXISTING
625
GRADE
\
(GIS)
620
\
620
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615
615
\
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EIGHT O
OBJECT = 3.
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610
610
\
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\
605
\
605
600
600
595
595
9+50 10+00
11+00
12+00
13+00
14+00
15+00 16+00
SIGHT DISTANCE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
17+00
18+00
19+00
20+00
21+00 21+50
SCALE 1 "=50'
0 50' 100'
PROFILE SCALE
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DATE
1210112020
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
J. SHOWALTER
SCALE
1" = 50'
JOB NO.
46680
SHEET NO.
C5.1
P.
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TMP 8-47
JONES, CONSTANCE D
DB. 611, PG. 321
12" CMP
�INV /N=656.25' STATE ROUTE 664 _ MARKWOOD ROAD
(SEE SURVEY NOTE 10)
I�
VI
II _
12" CUP ss \� EP '
6 1
/ EP /
- - - - - - -- ---------------------------_ - ----------659
_--_'\�� -\ _- � 659
-- -- _\ - - --- 16"MAPLE ' _-'651'
lNV OUT=04.43' \ - - - - 6`S8 659 / / / / / / / / ' - I / /
—650—
a
7 ' - \ 656 65 8' _ - - - - - - - ' 658 657-
�2655
II 1P/I�1N=651.33' - - 653' 654_4'�
151- - - - -\I - \ 652 653
651
I I 12" CMP \ 650
'50- \ II 648 649
\ \ 647 -------- C2 '6
649- - - --I6�112,CM � \ \646. 48- ` \ � _ ` ` \ � / ` / / / / - -
\ \ \--- - \ ----661108 0.43 // 1 /' dy /' / / /--------� --'s47
-sal - \ _ 0.26 t 114 0.4202 /
It
—645- 108 / ♦ ♦ , / T
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-644
LEGEND:
STR# C
AREA
G/
/
-642- \
_ \ -641-
` 52I ,' / ' 0 ' 3 ON ' OH
FFE 653.00 J -6
- - - - - - - _ _649 \ \ \ - - - _ ` - _ _ _ - - _ _ `` - - - - - \ \ \ ` \ \ \ ` \ \ \ \ \ \ \ \ ` \ \ \ - W6� "f8 - - - - / /650 / 0.04 Q ' - - - - - - - - - 64 / '
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IV
IMITS OF\ ✓ / / / , \ \ I I I I \ \ /
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\ POST -DEVELOPED CONDITIONRIM 1.
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WATER QUANTITY:
IN THE DEVELOPED CONDITION THE RUNOFF FROM THE DISTURBED AREA WILL FLOW OFF
AS SHEET FLOW. LEVEL SPREADERS ARE PROVIDED AT POINTS OF CONCENTRATED
DISCHARGE TO RETURN RUNOFF TO SHEET FLOW. THIS PROJECT FULFILLS THE
REQUIREMENTS OF SECTION 9VAC25-970-66 SECTION D.
WATER QUALITY CALCULATIONS:
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR
REDEVELOPMENT (SEE CALC. BOOK):
DISTURBED AREA: 4.88 ACRES
PRE -DEVELOPMENT LAND COVER:
B SOILS:
4.83 AC TURF
0.05 AC IMPERVIOUS
POST -DEVELOPMENT LAND COVER:
B SOILS:
4.08 AC TURF
0.80 AC IMPERVIOUS
REQUIRED REMOVAL: 1.59LBS/YR
THE 1.59 LBS/YR REQUIRED REMOVAL WILL BE SATISFIED BY PURCHASING NUTRIENT
CREDITS. TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH
LIS CODE OF VIRGINIA 62.1-44.15:35.
GRASS CHANNEL/PIPE OUTFALL —
LEVEL
No Scale
VDOT STD. CLASS Al
RIPRAP
R DETAIL
(2) 6"X6" WOOD TIMBER —
18" LONG #4 EPDXY
COATED REBAR
3'
EXISTING
GRADE
1
VDOT STD. CLASS Al
RIPRAP
MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE ANNUALLY,
IDEALLY DURING THE NON -GROWING SEASON. SEDIMENTS SHOULD BE
CLEANED OUT OF THE LEVEL SPREADER FOREBAYS AND FLOW
SPUTTERS.
*LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS
DRAINAGE AREAS FROM C6.0
LEVEL SPREADER 1
Q(10) FOR PIPE 101 = 3.36 CFS (SEE CALC BOOK FOR
CALCULATIONS)
L = 13 LF x 3.36 CFS INFLOW (10-YR STORM EVENT USED)
L = 13 LF X 3.36 CFS = 43.68'=> 44.0'
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STR 100 - STR 107 STR 104 - STR 114 CULVERT 201 1-4
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50'
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