HomeMy WebLinkAboutWPO201600017 Plan - E&S Stormwater Management Plan 2016-04-08E E I I
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SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TIMMONS.CONI
TAX MAP PARCEL: 90-35V
LIMITS OF DISTURBANCE: 0.90 AC
ZONING: LI, EC
MAGISTERIAL DISTRICT. SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY- TIMMONS GROUP
2815 N AUGUSTA ST
SUITE C
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT: PAUL HUBER
PAUL.HUBER@TIMMONS.COM
SURVEY CONDUCTED: FEB 2016
DATUM: HORIZONTAL: NAD83(NA201 1) VIRGINIA STNTE GRID SOUTH
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMAIRTNET
BUILDING SETBACKS: FRONT: 1 OFT FROM RIGHT -OF WAY
SIDE & REAR: 50FT IF ADJACENT TO RESIDEN-)AL, RURAL, OR
HISTORIC DISTRICTS, OTHERWISE 10'
BUILDING HEIGHT: 32'
BUILDING SQUARE FOOTAGE: 11,600 SF
BUILDING FOOTPRINT- 8,650 SF
PROPOSED USES: SIGN SALE & FABRICATION
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITSY 0.45 ACRES
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT. COW BRANCH
PARKING REQUIRED: 32 EMPLOYEES X 1 SPACE/EMPLOYEE + 100)0 SF (OPEN TO THE
PUBLIC) X I SPACE/500 SF = 34 SPACES'
*BASED ON PRODUCTION, PROCESSING, TESTING, REPAIRING, OIR SERVICING
MATERIALS, GOODS OR PRODUCTS.
PARKING PROVIDED: 34 SPACES
ADA PARKING REQUIRED: 2 SPACES (PER ADA GUIDELINES, IF A 1FACILITY HAS 26-50
SPACES, 2ADA SPACES ARE REQUIRED 1 OF WHICH MUST BE VAN ACCESSIBLE)
ADA PARKING PROVIDED: 2 SPACES (I REGULAR, I VAN ACCESSIBLE)
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN ITHE 100 -YR FLOODPLAIN.
Lei I I OU will I
COUNTY OF ALBEMARLE, VIRGINIA
3/21/2016
VICINITY MAP
SCALE: 1"' = 21000,
OWNER:
RONAYNE LLC
1144 E. MARKET ST
CHARLOTTESVILLE, VA 22902
CONTACT: TI RONAYNE
EMAIL: TRONAYNE@GROPEN.COM
AAMMAgs "s III � � � � � 11111 11' 1 � 11101 1 f "10
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (1434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
COA
OVERALL PLAN
C1.0
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C3.0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.1
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.2
EROSION & SEDIMENT CONTROL PLAN PHASE I
C3.3
EROSION & SEDIMENT CONTROL PLAN PHASE 11
C4.0
LAYOUT PLAN
C5.0
GRADING PLAN
C6.0
STORMWATER MANAGEMENT PLAN
E1.0
PHOTOMETRIC PLAN
1-1.00
PLANTING PLAN
J
41*0
%
SITE LOCATION
VICINITY MAP
SCALE: 1"' = 21000,
OWNER:
RONAYNE LLC
1144 E. MARKET ST
CHARLOTTESVILLE, VA 22902
CONTACT: TI RONAYNE
EMAIL: TRONAYNE@GROPEN.COM
AAMMAgs "s III � � � � � 11111 11' 1 � 11101 1 f "10
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (1434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
COA
OVERALL PLAN
C1.0
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C3.0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.1
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C3.2
EROSION & SEDIMENT CONTROL PLAN PHASE I
C3.3
EROSION & SEDIMENT CONTROL PLAN PHASE 11
C4.0
LAYOUT PLAN
C5.0
GRADING PLAN
C6.0
STORMWATER MANAGEMENT PLAN
E1.0
PHOTOMETRIC PLAN
1-1.00
PLANTING PLAN
TOTAL: 13 SHEETS
APPROVED
by the Albemarle Co,i.!nty
C,ornrvunity DeveIr pniont Dcpai-tn�pnt
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GENERAL NOTESr
12" MIN}..- EXISTING PAVEMENT PROPOSED PAVEMENT 0
1.5"DIA GALV. (TYP.) �- - P I
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND
(TY >
STANDARDS. RAIL CL SAWCUT THROUGH MATCH EX. GROSS
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE EX. SURFACE w
SLOPE UNLESS OTHERWISE Q CRMGW J. XOT-ARSKI
AND LOCAL AGENCIES. COURSE SPECIFIED ON PLANS
N
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION 2!-10" 11 & REMOVE w Liz. No. 0402048507
WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). EXP. (TYP.) PAVEMENT PROPOSED
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 2'-10" JOINT 2! MIN. SURFACE
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, 12" MIN FINISHED GRADE III COURSE
WATERLINES, ETC, PRIOR TO CONSTRUCTION. (TYP.)
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE 12" EXISTING
CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S (TYP.) PAVEMENT
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 1113" E
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.`7�-7
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY 1/2' R WASH MILL EX.
- -
SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. (MAX.) .'d C%j SURFACE COURSE C) 0
aE
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALTBE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION A SAWCUT EX. BASE COURSEAND VDOT STAMP WILL BE REQUIRED ON ALL UNS. 5" 1-4 tu
8"- �: '- , - EDGE OF PAVEMENT AGGR. BASE
A lu >
10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. FINISHED
GRAD
A
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.S. EXP. CONCRETE
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER INT NOTE: PROPOSED PAVEMENT MUST TIE 0 U.
REBAR UA 2 m
PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISE(12- O.C.) IN WITH EXISTING PAVEMENT D PLANS AND/OR THE DRAINAGE CALCULATIONS, 1/8 WASH -ji Z Cq z
WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 5"#57STONE
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO 0 U) -,-
us v 'r
8"
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE C�
u
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 PAVEMENT REPLACEMENT JOINT DETAIL U) m
3t 0 x
g -i ;� w
OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THEg
11-0 !y (2) #5 REBARS, BOTTOM CONTINUOUS, NaNo Scale 4c cp
DEVELOPMENT. 'LAP Z-2- AT SPLICES x �E z
m- U U to
1-%-/4
0
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) CONTROL JOINT SPACED X Lq #--f
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVE"3) SHALL BE COMPLETED PRIOR TO THE PLACEMENT r COMPACTED SUBGRADE NOTES: AT WIDTH OF WALK Ln U)
OF AGGREGATE BASE COURSE. V-4" 1. FINE BROOM FINISH ALL STAIRS.
lw_ >
OF
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED 2. RAIL ON BOTH SIDES 3. SEE PLAN FOR RISER HSTEPS (IF NOTED) EIGHT EXPANSION JOINT AT MAX OF 30', WITH
NECESSARY.
YA PREMOLDED EXPANSION FILLER
17. VDOT 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'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE EXTERIOR STAIRS
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). No Scale ui
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE
YARD (REG -250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 0
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALLACCOMMODATE FORECAST WEATHER CONDITIONS
GONG. WALK
PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. i
0
20. THE OWNER'S 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).
5! FROM FIC 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES 0. > uj
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PRIOR TO STATE ACCEPTANCE. (NIA) 5w X
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE z
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NTH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE.LTANDARDS. _ Z/1/1 : 1 , N
ANCHOR WITH V8" REBAR DATE
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR *THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE
>
OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) COMPACTED SUBGRADE 4"21-B STONE
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE IMBEDDED 24' IN GROUND; 03-21-2016
2 PER WHEEL STOP 0
ALL
AP
AD. (N/A) CONCRETE SIDEWALK JOINT DETAIL DPAWN BY
m �/mwmffl26. PROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
No Scale J. WILSON
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND 1GUT11-ER OR CG -7, THERE SHALL BE A 20' TRANSITION DESIGNED BY
ON EACH SIDE OF THE INLET. (N/A) VARIABLE WIDTH'
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND PRECAST CONCRETE WHEEL STOP NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% J. WILSON
GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. No Scale V, CHECKED BY
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29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL, COMPLY WITH THE 2006 UNIFORM STATEWIDE /z
BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICCIANSI A117.1-03. C. KOTARSKI
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. PAM PAM
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. A SCALE
32. ALL EXCAVATED AREAS WITHIN THE CLEAR, ZONE THAT HAVE A DEPTH GREATER THAN WSHALL FAAW"i A 6:1 STONE WEDGE PLACED AT THE END OF THE
4" 3,000 PSI AIR -ENTRAINED NA
DAY CONCRETE
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES COMPACTED SUBGRADE 4m TYPE 21 B, STONE COVER
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION '170 ANY EXISTING ROAD, A PERMIT SHALL BE MKIY MKTY DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY' NOT ACCURATELY REFLECT THE REQUIREMENTS U-NORE $01 -NOW NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. MW MAY ME, immw my ACCORDANCE WITH VDOT STANDARDS.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. -F
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITHTHE APPROVED EROSION CONTROL PLAN AND MUST BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. VANGONCRETE SIDEWALK PAVEMENT SECTION
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 6# ABOVE XCIMIMLE VABOVE
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE GRADE GRADE FINISHED FINISHED No) Scale
u
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 4 -
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR TOP OF CURB
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R R--2"
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. -7-8 SIGN AT EACH PARKING
8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill.SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 77,
BE PLACED ON STEEL POST 1-11T 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
1926). 6"
BLASTING NOTES VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
18"j�\ j 4Q o ----------
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1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND. BASE
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ALBEMARLE COUNTY STORMINATER MANAGEMENT NOTES \,/� /'�/. i
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPITIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE PARKING SIGNS FOR THE DISABLED
<
APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. >
No Scale -3 CONCRETE
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. VDOTA ul
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3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT SITORMWATER MANAGEMENT FACILITIES; CONVERSION IS < n�
NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROMI THE COUNTY EROSION CONTROL INSPECTOR. < Q
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JOB NO. 0
9 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
37970
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FLUSH CURB TYPICAL PARKING SPACE DETAILS HEAVY DUTY ASPHALT PAVEMENT SECTION C1 0 ID
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ASPHALTIC CONCRETE SURFACE
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PROJECT INVOLVES THE CONSTRUCTION OF AN ADDITION TO AN EXISTING STRUCTURE ,AND ASSOCIATED SITE WORK.
SITE IMPACTS RESULT IN A REDUCTION OF IMPERVIOUS AREA. THIS REDUCTION IS LARGE ENOUGH TO MEET
tMWATER QUANTITY AND QUALITY REQUIREMENTS. WITH THE EXCEPTION OF THE TWO LANDSCAPED ISLANDS THE
[ING AREA ALONG THE ENTRANCE ROAD HAS BEEN EXCLUDED FROM THE LIMITS OF' DISTURBANCE, AS THIS AREA IS ONLY
G RESTRIPED. LIMITS OF DISTURBANCE ARE 0.90 ACRES.
PROPERTY IS BOUNDED BY RT 20 TO THE EAST, A ROOFING SUPPLY COMPANY TO THE NORTH, A STORAGE FACILITY To
WEST, AND A VACANT LOT TO THE SOUTH.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY A STORAGE, OFFICE, AND STAGING FACILITY FOR PARHAM CONSTRUCTION ,
OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT.
CRITICAL EROSION AREAS EXIST ON SITE. ALL SLOPES GREATER 3:1 SHALL BE STABILIZED WITH BLANKETS AND MATTING.
.ESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHAtJ_ BE
4STRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED
UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVI14G JURISDICTION.
TER RUNOFF CONSIDERATIONS
TER QUALITY REQUIREMENTS ARE BEING MET THROUGH A REDUCTION IN IMPERVIOUS AREA. CHANNEL AND FLOOD
DN REQUIREMENTS ARE BEING SATISFIED 'THROUGH A REDUCTION IN IMPERVIOUS AREA.
STORMWATER RUNOFF CONSIDERATIONS
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.
- MYERSVILLE SILT LOAM - 15 TO 25 PERCENT SLOPES, 40 TO 60 INCHES TO RESTRICTIVE: FEATURES, HYDROLOGIC SOIL
GROUP B.
720 - RABUN CLAY - 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC SOIL
GROUP B.
79B - STARR SILT LOAM - 2 TO 7 PERCENT SLOPES, MORE: THAN 80 INCHES TO RESTRICTIVE FEATURES, HYDROLOGIC 50111.
GROUP B.
1.
1.
JL i UKAL YKAL i ILtS:
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.
SILT FENCE BARRIER - 3.05 SILT FENCE SEDTLMENT 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.
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 SYSTEM.
DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR
MOVEMENT
ETATIVE PRACTICES:
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.
PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANKING
SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.
SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR; SOIL STABILIZATION MAT
SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION
ESTABLISHMENT AND REINFORCE ESTABLISHED TURF.
PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING
INSTALLATION.
PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINICMIZE
PERIMETER CONTROLS.
ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO
COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
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.
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►E I (SEE SHEET C3.2)
A PRE -CONSTRUCTION MEETING IS REQUIRED WITH AL.BEMARL.E COUNTY E&S INSPECTOR, CONTRACTOR, 01WNER, AND
ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE:. CLEARING LIMITS MUST BE
FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
INSTALL SILT FENCE, INLET PROTECTION, TREE PROTECTION AND CONSTRUCTION ENTRANCE.
AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN..
ROUGH GRADE PROJECT AREA.
SEED ALL DENUDED AREAS PER VESCH STANDARDS.
`sE II (SEE SHEET C3.3)
INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONT ROL PLAN AS
THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.
FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS ACHIEVED.
ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT
SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR;.
APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIIEVED. TREE
PROTECTION, SILT FENCE, AND INLET PROTECTION MUST BE MAINTAINED THROUGH GRADING AND CONSTRtUCTION.,
ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN
BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
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 ORDINANCIE 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/I00SF. 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.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL.
(WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER 11HE DATE
THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROtSION 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: PEACE 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,.
MINIMUM STANDARDS:
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 BW
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 DISTURWED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIIZED
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.
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TABLE 3.32-D
TABLE 3..31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES
SPECIES RATE (LBSJACRE)
LIMITS OF CLEARING AND GRADING -
SEPT. I - FEB. 15
50/50 MIX OF
KENTUCKY 31 OR TURF -TYPE TALL FESCUE
ANNUAL RYEGRASS
IMPROVED PERENNIAL RYEGI;ZASS
(LOLIUM MULTI-FLORUM)
KENTUCKY BLUEGRASS
& 50-100
GENERAL SLOPE (31 OR LESS)
CEREAL (WINTER) RYE
KENTUCKY 31 FESCUE
(SECALE CEREALS)
FEB. 16 - APR. 30
ANNUAL RYIEGRASS 60-100
SEASONAL NURSE CROP
(LOLIUM MULTI-FLORUM)
MAY I -AUG. 31
GERMAN MILLET 50
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
(SETARIA ITALICA)
TS
3.31
TABLE 3.32-D
I
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
LIMITS OF CLEARING AND GRADING -
COMMERCIAL OR RESIDENTIAL
175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE
90-100%
IMPROVED PERENNIAL RYEGI;ZASS
0-5%
KENTUCKY BLUEGRASS
0-5%
GENERAL SLOPE (31 OR LESS)
CE
KENTUCKY 31 FESCUE
128 LBS.
RED TOP GRASS
2 LBS.
SEASONAL NURSE CROP
20 LBS.
3.05
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
INLET PROTECTION
KENTUCKY 31 FESCUE
108 LBS.
RED TOP GRASS
2 LBS.
SEASONAL NURSE CROP
20 LBS.
CROWNVETCH
20 LBS.
3.31
150 LBS.
USE SEASONAL NURSE CROP IN ACCORDANCE
WITH SEEDING DATES
Wei Z?A, rf: a
B
IT MIN!
10` MIN.
GRAVEL FILTER 12" VDOT #1 COARSE AGGREGATE BI POSITIVE MIN.
RUNOFF WATER WIRE MESH DRAINAGE TO 'MUST EXTEND FULL WIDTH OF
FILTERED WATER SEDIMENT
INGRESS AND EGRESS OPERATION
IT
SEDIMENT
CONCRETE
GUTTER ARB INLET
12"
GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SPECIFIC APPLICATION: THIS METHOD OF INLETL PROTECTION'S APPLICABLE AT
CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CE
IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND
3 07 -
UNPROTECTED AREAS.
STORIAWATER INLET PROTECTION
No Scale
FRAMEME GR4 " v4VOOD SILT FENCE DROP INLET PROTECTION /—DROP INLET WITH
FATE
31
MIN.
AS STATED BELOW:
PERSPECTIVE VIEWS
FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE STAKE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE FABRIC
1 111 C1
SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH MIN.
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 LBSJACRE. ALL LEGUME SEED DETAIL A
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ELEVATION OF STAKE AND FABRIC ORIENTATION
SEEDING PERIODS; ADD 10-20 LBSJACRE IN MIXES.
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
IP CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA STORM DRAIN INLET PROTECTION
No Scale No Scale
TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET) TYPICAL TREATMENT - 1 (SOIL STABILIZATION
SHALLOW BLANKET) INSTALLATION CRITERIA
SLOPE
EGATHER
XCESS
AT
CORNERS
Lyl I T
Ne'S ONAN
... • 0,
1. SET THE STAKES.
FLOW
3. STAPLE FILTER MATERIAL TO STAKES AND
EXTEND IT INTO THE TRENCH.
EXISTING
PAVEMENT
2- EXCAVATE A 4"X 4" TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FLC
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
op
POINTS A SHOULD BE HIGHER THAN POINT B.
3 07_1 SF DRAINAGEWAY INSTALLATION 305-2
(FRONT ELEVATION)
SILT FENCE (W/O WIRE SUPPORT)
No Scale
ON SHALLOW SLOPES, STRIPS NETTING NOTES
PROTECTIVE COVERINGS MAY BE APPROXIMATELY 200 STAPLES
APPLIED ACROSS THE SLOPE. ANCHOR REQUIRED PER 100 SQ. YDS.
SLOT OF ATERIAL ROLL ANCHOR
WHERE THERE IS A BERM AT THE TOP BERM SLOTS,JUNCTIOIN SLOTS &
OF THE SLOPE, BRING THE MATERIAL CHECK
CHECK SLOTS T(O BE BURIED
OVER THE BERM AND ANCHOR IT 6' TO 12'.
STEEP
SLOPE BEHIND THE BERM.
12' MAX
4-1 OR FLATTER 6'
DIT
. . . . . . . . . . .
..............
IRA
LLVLL AKtA t$ttUKt.
.in
TERMINATING THE
INSTALLATION. TURN THE END
2'
UNDER e AND STAPLE AT 12"
INTERVALS.
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IN DITCHES, APPLY PROTECTIVE COVERING
PARALLEL TO THE DIRECTION OF FLOW. USE CHECK
SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN
THE CENTER OF THE DITCH IF AT ALL POSSIBLE.
SOIL STABILIZATION BLANKET (EC 2
NO scale
-
JUNCTION MAX. STEEPER THAN 4.1
SLOT
EDGE AM END J0114TS
CHECK SLOT TO BE SNUGLY ABUTTEDNZ�
{,KITE
Apt
E HAVE
TERMINAL FOLD LAP JOINT IN
ST
EDGE JOINT UEtJ OF
I AP JOINT 2" MIN.
TAMP FIRMLY (JUTE MESH ONLY)
5' MAX. +1 OR
ANCHOR SLOT
FLATTER 3' MAX.
STEEPER THAN 4:1
JUNCTION SLOT
AMP
CHECK SLoI--A
-
I I
I
LIMITS OF CLEARING AND GRADING -
I011
m M ;n m m m
DRAINAGE DIVIDE
-
SOIL AREA DIWDE
-
CE
CONSTRUCTION ENTRANCE
3.02
SF
X
SILT FENCE
3.05
IP
INLET PROTECTION
3.07
TS
TEMPORARY SEEDING
3.31
PERMANENT SEEDING
3.32
MU
MULCHING
3.35
111--147 L-1
SOIL STABILIZATION BLANKET
3.36
DC
DUST CONTROL
3.39
II
I
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t --VAR. to VAR,
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00
O
STAPLE FORMED SLOTS AT MIN.
FROM NO.11 STEEL MARE. 50' C -C INTERVALS;
STAPLE MIN. LENGTH FOR SANDY SOIL
EWD VCH
6* STAPLE MIN, LENGTH FOR OTHER SOIL COMBNOT RMITION BLALL
AWETS
FIRMLY TERMINAL FOLD
SOIL STABILIZATION BLANKET (EC 2
No Scale
EROSION CONTROL LEGEND
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3.35
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3.36
DC
DUST CONTROL
3.39
"VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER
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0-90*(C�PRE-DOIELOPE6*RVPRE-DEVUOPED)IRVDEVELOPED
OK 1.26 CFS < 0.90-(1.40 CFS -0_067 ACXFTYO.061 ACXFT = 1.38 CFS
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HORIZ SCALE: 1"=50'
VERT SCALE: 1"
0 50
PROFILE SCALE
WATER QUALITY CALCULATIONS
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALC. BOOK):
TOTAL ON SITE DISTURBED ACREAGE: 0.90 ACRES
PRE -DEVELOPMENT LAND COVER:
0.32 AC TURF (13 SOILS)
0.58 AC IMPERVIOUS
POST -DEVELOPMENT LAND COVER:
0.45 AC TURF (13 SOILS)
0.45AC IMPERVIOUS
REQUIRED REMOVAL: 0.00 LI31YR
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WATER QUANTITY CALCULATIONS:
AREA TO THE SOUTH EAST
PRE DEVELOPMENT
POST DEVELOPMENT
Q1 1.40 CFS, 0-067 ACFT
1.26 CFS, 0.061 ACFT
Q10 3-62 CFS, 0.178 ACFT
3.61 CFS, 0.175 ACFT
Q100 6.62 CFS, 0.351 ACFT
7.26 CFS, 0.361 ACFT
AREA TO THE NORTH EAST
PRE DEVELOPMENT
POST DEVELOPMENT
Q1 1.15 CFS, 0.063 ACFT
0.70 CFS, 0.035 ACFT
Q10 2.15 CFS, 0.121 ACFT
1.44 CFS, 0-075 ACFT
Q100 3.54 CFS, 0.204 ACFT
2.46 CFS, 0-134 ACFT
CHANNEL PROTECTION:.
CHANNEL PROTECTION
(ENERGY BALANCE):
SOUTH EAST-
QDEVELOPED :5
0-90*(C�PRE-DOIELOPE6*RVPRE-DEVUOPED)IRVDEVELOPED
OK 1.26 CFS < 0.90-(1.40 CFS -0_067 ACXFTYO.061 ACXFT = 1.38 CFS
NORTH EAST.
ODEVELOPED < 0-90*(C�PRE-DEVELOPED*RVpRE-DEVELOPEDYRVDEVELOPEI)
OK 0.70 CFS <_ 0.90-(1.15 CFS -0.063 AC1FD/0.035 ACXFT =1.86 CFS
FLOOD PROTECTION:
SOUTH EAST:
POST -DEVELOPED Qio '5 PRE -DEVELOPED Qio
OK 3.61 CFS (POST -DEVELOPED Qjo):5 3.62 CFS (PRE -DEVELOPED Q10)
NORTH EAST:
POST -DEVELOPED Q10 < PRE -DEVELOPED Q10
OK 1.44 CFS (POST -DEVELOPED Q10):5 2.15 CFS (PRE -DEVELOPED Q10
ct)
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landscape architecture I civil engineering
}ie, E Main Street 1r34-295.8177 Charlottesville, VA 22002
professional seal
TODD SHALLENBERGER
project manager
JESSIE CALDER
ASHLEY STINSON
project team
GROPEN DESIGN
AND FABRICATION
FACILITY
project name
GROPEN
client
1766 SCOTTSVILLE ROAD
CHARLOTTESVILLE, VA, 22902
project address
project number
project phase
MARCH 21, 2016
issue date
revisions
PLANTING PLAN
sheet title
Li 00
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sheet number