HomeMy WebLinkAboutSDP202100094 Plan - Submittal (First) 2021-12-23r
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SITE DATA
OWNER / DEVELOPER:
NEW BELVEDERE INC. (TMP 62A3-1 B)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
OWNER:
BELVEDERE LAND HOLDINGS LLC (TMP 63A3-1 B1)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET, SE
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
PORTION OF TMP 62A3-1 B
PARCEL AREA: 0.42 ACRES
ZONING: THE SUBJECT PORTION OF TMP 62A3-1 B IS ZONED NMD (NEIGHBORHOOD MODEL DEVELOPMENT)
PER ZMA2004-00007. THESE PARCELS ARE WITHIN THE AIRPORT IMPACT AREA (AIA).
CURRENT USE:
VACANT
PROPOSED USE:
RECREATIONAL AREA
BUILDING HEIGHT:
BLOCKS 1 & 2: 5G (MAX.)
BLOCKS 3-10: 3& (MAX.)
PROPOSED BUILDING HEIGHT- 18'
SETBACKS:
FRONT - 5' BUILD -TO FROM PROPERTY LINE
SIDE - 5'
REAR - 10'
(FOR STRUCTURES WITH FRONTAGE ON MORE THAN ONE RIGHT-OF-WAY, THE BUILD -TO LINES SHALL
APPLY ONLY TO THE PRIMARY ELEVATION.
STORMWATER MANAGEMENT:
PROVIDED BY EXISTING BIORETENTION POND LOCATED JUST NORTH OF SOCA FIELDHOUSE ON TMP
62A3-1 B. SEE BELVEDERE PHASE I - BLOCK 3, 4A, 5A, 6B, AND 9A ROAD AND STORM DRAIN
IMPROVEMENTS, DATED 4/18/07 AND DESIGNED BY WW ASSOCIATES FOR DETAILS ON EXISTING SWIM
FACILITY 5A (WPO-2007-00029). (SEE STORMWATER MANAGEMENT NARRATIVE THIS SHEET)
WATERSHED:
SOUTH FORK RIVANNA RIVER (BELOW RESERVOIR)
BOUNDARY SOURCE:
"PLAT SHOWING 2-LOT SUBDIVISION OF TMP 62A3-A" PREPARED BY ROUDABUSH GALE & ASSOCIATES,
DATED MARCH 20, 2019, LAST REVISED JUNE 17, 2020 AND RECORDED AT DB 5335 PG 380.
TOPOGRAPHY:
FROM FIELD RUN SURVEY PREPARED BY ROUDABUSH GALE & ASSOCIATES DATED NOVEMBER 20, 2020
BENCHMARK:
OFFSITE POLE NOTED IN TOPOGRAPHY SURVEY AS POINT 1971, ELEVATION 468.43
NAVD 88
DATUM:
HORIZONTAL: NAD83 VERTICAL: NAVD 88
CRITICAL SLOPES:
PROJECT SITE DOES NOT CONTAIN CRITICAL SLOPES
FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITH FLOOD
HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005,
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN
PERFORMED AS A PORTION OF THIS PROJECT.
PARKING REQUIRED: ONE (1) SPACE PER 125 SQUARE FEET OF RECREATIONAL SPACE (RECREATIONAL)
2,975 SF / 125 SF/SPACE = 23.8 SPACES
NUMBER OF DWELLING UNITS WITHIN ONE -QUARTER MILE > 100 UNITS
REQUIRED PARKING SPACES = 0 SPACES
PARKING PROVIDED: PARKING SPACES PROVIDED =19 SPACES
(PER BELVEDERE CODE OF DEVELOPMENT VARIANCE 16, 17, 18 ALLOWS ON STREET PARKING TO BE
AVAILABLE TO THIS COMMUNITY USE, THIS AVAILABLE PARKING WAS CONSTRUCTED WITH THE
STREET SYSTEM)
LOT COVERAGE: PROPOSED IMPERVIOUS AREA: 5,335 SF - 29%
PROPOSED MANAGED TURF (OPEN SPACE): 13,140 SF - 71%
TOTAL LOT AREA: 18,475 SF
NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE PROJECT SITE.
THE PROJECT SITE IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT.
THE PROJECT SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA.
STORMWATER MANAGEMENT COMPLIANCE NARRATIVE
GENERAL
THE BELVEDERE COMMUNITY CENTER SITE HAS BEEN PLANNED FOR IN ADVANCE AND IS PART OF THE
STORMWATER MANAGEMENT PLAN FOR BELVEDERE PHASE 1. THAT PLAN HAS BEEN PREPARED BY WW
ASSOCIATES AND IS DATED 2-26-07. PLEASE REFER TO WPO-2007-00029. IT DISCUSSESS ALL OF THE
STORMWATER FACILITIES IN PHASE 1. THE FACILITIES THAT TREAT AND DETAIN STORMWATER WHERE THE
EXISTING SOCA FIELDHOUSE IS LOCATED AND THE BELVEDERE COMMUNITY CENTER IS BEING PROPOSED
IS A FOREBAY AND BIORETENTION POND JUST NORTH OF THE EXISTING SOCA FIELDHOUSE AND A
DETENTION FACILITY RECEIVING THE OUTFALL FROM THE BIORETENTION FURTHER TO THE WEST. SEE THE
BELVEDERE -PHASE 1 BLOCKS 3, 4A, 5A, 6B, & 9A PLAN, DATED 8-14-07 AND PREPARED BY WW ASSOCIATES
FOR MORE DETAILS ON THE BIORETENTION FACILITY. THE PLANS WERE APPROVED IN 2007 AND THE
STORMWATER FACILITIES HAVE SINCE BEEN BUILT ON -SITE.
WATER QUALITY (9VAC25-870-63):
THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA BETWEEN THE BELVEDERE
COMMUNITY CENTER SITE PLAN AND THE SOCA FIELDHOUSE SITE PLAN. THE SOCA FIELDHOUSE SITE
PLAN HAD A TOTAL IMPERVIOUS AREA OF 63,757 SF. THE BELVEDERE COMMUNITY CENTER SITE PLAN
PROPOSES 5,138 SF OF IMPERVIOUS AREA FOR A TOTAL OF 68,895 SF BETWEEN THE TWO DEVELOPMENTS.
SINCE THE IMPERVIOUS AREA IS LESS THAN 83,366 SF, WATER QUALITY COMPLIANCE HAS BEEN MET.
WATER QUANTITY (9VAC25-870-66.B.1.A - CHANNEL PROTECTION):
THE MANMADE STORMWATER SYSTEM SHALL CONVEY THE POST -DEVELOPED PEAK FLOW RATE FROM THE
TWO-YEAR 24-HOUR STORM EVENT WITHOUT CAUSING DAMAGE TO THE SYSTEM.
WATER QUANTITY (9VAC25-870-66.C.1 - FLOOD PROTECTION):
THE BIORETENTION FACILITY WAS SIZED FOR SOCA FIELDHOUSE SITE PLAN AND THE BELVEDERE
COMMUNITY CENTER. THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA. SINCE THE
IMPERVIOUS AREA IS PROPOSED TO BE 68,895 SF BETWEEN THE TWO DEVELOPMENTS, FLOOD
PROTECTION COMPLIANCE HAS BEEN MET.
FINAL SITE PLAN
BELVEDERE
COMMUNITY CENTER
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE , VA
L
IMA
VICINITY MAP
SCALE: 1 °=1000 FEET
SHEET INDEX
SHEET
1 ----
COVER SHEET
SHEET
2
DEMOLITION, & EXISTING CONDITIONS PLAN
SHEET
3 -----
SITE LAYOUT PLAN
SHEET
4
GRADING PLAN
SHEET
5
UTILITY PLAN
SHEET
6
UTILITY PROFILES
SHEET
7
EROSION CONTROL NARRATIVE
SHEET
8
EROSION & SEDIMENT CONTROL PLAN - PHASE I
SHEET
9
— EROSION & SEDIMENT CONTROL PLAN - PHASE II
SHEET 10 ESC NOTES & DETAILS
SHEET 11 PHOTOMETRIC LAYOUT (BY OTHERS)
SHEET 12 LANDSCAPE PLAN
SHEET 13 CONSTRUCTION NOTES & DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR - — — -— — — - EXISTING WATERLINE W/ TEE - -
EXISTING INDEX CONTOUR PROPOSED WATERLINE W/ TEE
PROPOSED CONTOUR 20 EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT EX. EP PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT EP EXISTING WATER VALVE---9----- -- -
EX. C&G
EXISTING CURB AND GUTTER .__ �- -_-._ PROPOSED WATER VALVE —®-w-
PROPOSED CURB AND GUTTER CG-6 PROPOSED WATER METER
TRANSITION FROM CG-6 ROLL -TO �CG-6 ROLL-TOP
EXISTING REDUCER ----- w-- --
Ex. 16" RCP PROPOSED REDUCER
EXISTING STORM SEWER—_ —_
15" RCP HANDICAP RAMP (CG-12)
PROPOSED STORM SEWER DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
EXISTING SANITARY SEWER --., --- -- --- STANDARD RRRAMP CONSTRUCTION
PROPOSED SANITARY SEWER _s _s _s PARKING INDICATOR 2
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE BENCHMARK
EASEMENT LINE -------------- CRITICAL SLOPE
CENTERLINE _ SLOPES TO BE SEEDED, MULCHED & TACKED
LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■■ VEHICLES PER DAY COUNT 1,234 VPD
EXISTING SPOT ELEVATION +12.0
PROPOSED SPOT ELEVATION +t 2.0 PROPOSED STREET NAME SIGN
EXISTING SIGN —�
EXISTING TREE EX. 15' OAT,. PROPOSED SIGN �—
��� SANITARY MANHOLE IDENTIFIER O
PROPOSED TREE OAK
www STORM DRAIN STRUCTURE IDENTIFIER 18
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
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EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT PROPOSES A RECREATIONAL PICKLEBALL FACILITY AND A COMMUNITY
CENTER.
PRIOR TO CONSTRUCTION
1. OWNER SHALL POST SURETY BONDS FOR CONSTRUCTION, EROSION & SEDIMENT
CONTROL.
2. CONTRACTOR SHALL OBTAIN PERMITS TO WORK WITHIN STATE RIGHT-OF-WAY
(VDOT LAND -USE PERMIT). BONDING FOR WORK WITHIN THE VDOT
RIGHT-OF-WAY MAY BE REQUIRED TO OBTAIN THE PERMIT.
3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN VSMP PERMITS, AS
REQUIRED BY THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ).
4. CONTRACTOR SHALL OBTAIN LAND DISTURBANCE PERMIT FROM THE COUNTY OF
ALBEMARLE PRIOR TO BEGINNING CONSTRUCTION.
5. A PRE -CONSTRUCTION MEETING WITH THE ENGINEER, THE CERTIFIED LAND
DISTURBER, AND THE ENVIRONMENTAL INSPECTOR MAY ALSO BE REQUIRED.
ALLOW 72 HOURS FOR COORDINATION AND SCHEDULING OF PRE -CONSTRUCTION
MEETING.
OFF -SITE AREAS
ALL EXCESS MATERIAL GENERATED AS PART OF THIS PROJECT SHALL BE HAULED TO
A LOCATION WITHIN THE BELVEDERE DEVELOPMENT THAT HAS BEEN APPROVED BY THE
COUNTY OF ALBEMARLE COMMUNITY DEVELOPMENT DEPARTMENT.
SOILS
19B - MINNIEVILLE LOAM (2% TO 7% SLOPES):
MODERATELY SLOPING AND WELL DRAINED. STARTING AT SURFACE LAYER TO
SUBSTRATUM, SOIL LAYERS CONSIST OF LOAM, CLAY. PERMEABILITY IS VERY LOW TO
MODERATELY HIGH. AVAILABLE WATER STORAGE CAPACITY IS MODERATE.
19C - MINNIEVILLE LOAM (7% TO 15% SLOEPS):
STEEP SLOPES AND WELL DRAINED. STARTING AT SURFACE LAYER TO SUBSTRATUM,
SOIL LAYERS CONSIST OF LOAM, CLAY. PERMEABILITY IS VERY LOW TO MODERATELY
HIGH. AVAILABLE WATER STORAGE CAPACITY IS MODERATE.
CRITICAL AREAS
A. STEEP SLOPES
THERE ARE NO STEEP SLOPES ON THE PROJECT SITE.
STRUCTURAL PRACTICES
1. TEMPORARY CONSTRUCTION ENTRANCE (3.02) - A TEMPORARY CONSTRUCTION
ENTRANCE SHALL BE INSTALLED AT SITE ENTRANCE ON FOWLER STREET.
2. SILT FENCE BARRIER (3.05) - SILT FENCE BARRIERS WILL BE INSTALLED TO
FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE EROSION AND SEDIMENT
CONTROL PLAN.
3. STORM DRAIN INLET PROTECTION (3.07) - A SEDIMENT FILTER OR AN EXCAVATED
IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET.
VEGETATIVE PRACTICE
1. TOPSOILING & STOCKPILING & STOCKPILING (3.30) - TOPSOIL WILL BE STRIPPED FROM AREAS
TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE
STABILIZED WITH TEMPORARY VEGETATION OR TO HAVE SILT FENCE INSTALLED
ALONG THE LOWER PERIMETER TO PROTECT DOWNSTREAM AREAS.
2. TEMPORARY SEEDING TEMPORARY SEEDING (3.31) - AREAS NOT BROUGHT TO FINAL GRADE FOR A
PERIOD OF MORE THAN 14 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED
MIXTURE ACCEPTABLE FOR THAT TIME OF YEAR. CRIMPING, PUNCH ROLLER -TYPE
ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH
INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED.
3. PERMANENT PERMANENT SEEDINGf3.32) - AREAS BROUGHT TO FINAL GRADE OR THOSE
CONSTRUCTION AREAS THAT WILL REMAIN DORMANT FOR YEAR OR MORE SHALL
BE STABILIZED WITH A PERMANENT SEED MIXTURE ACCEPTABLE TO THAT TIME OF
YEAR. PREPARE SURFACE WITH APPROVED TREATMENT AND ADDITIVES PRIOR TO
APPLYING SEED.
MANAGEMENT STRATEGIES
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BE
SEQUENCED, AND ALSO BEGIN AND END AS QUICKLY AS POSSIBLE.
2. THE CONSTRUCTION ENTRANCE AND PERIMETER EROSION CONTROL MEASURES
SUCH AS TREE PROTECTION AND SILT FENCE SHALL BE INSTALLED AS THE FIRST
STEP OF DISTURBANCE.
3. TEMPORARY SEEDING OR OTHER STABILIZATION METHODS, SUCH AS BASE
AGGREGATE WILL FOLLOW IMMEDIATELY AFTER REACHING FINAL GRADES.
4. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD
STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS
NEEDED TO ESTABLISH GROWTH..
5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
6. INSTALL SILT FENCE INLET PROTECTION TRAPPING MEASURES AT EACH INLET
LOCATION WITHIN THE DITCH WHERE APPLICABLE.
7. AFTER BEING NOTIFIED BY THE EROSION AND SEDIMENT CONTROL ADMINISTRATOR,
THE TEMPORARY EROSION AND SEDIMENT CONTROLS CAN BE CLEANED UP OR
REMOVED, AND THE SEDIMENT BASIN CAN BE FILLED IN AND SEEDED, THEREBY
REDIRECTING DRAINAGE TO THE PERMANENT FACILITIES.
THE STORMWATER MANAGEMENT FACILITIES SHOULD BE CHECKED REGULARLY BY THE
HOMEOWNERS ASSOCIATIONS TO ENSURE THAT THEY ARE STRUCTURALLY SOUND AND
HAVE NOT BEEN DAMAGED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH STRAW & SEED
IMMEDIATELY FOLLOWING FINISHED GRADE. SEEDING SHALL BE DONE WITH KENTUCKY
31 TALL FESCUE IN ACCORDANCE TO STANDARD AND SPECIFICATION 3.32, PERMANENT
SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ANY
FERTILIZER AND LIME APPLICATIONS SHALL BE IN ACCORDANCE WITH SOIL TEST
RESULTS. ALL SEEDED AREAS WILL BE STRAW MULCHED TO PROTECT AGAINST RILL
EROSION AND TO PRESERVE SOIL MOISTURE THAT WILL ENHANCE SEED GERMINATION.
CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO
INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED.
EROSION CONTROL MAINTENANCE
1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS
WILL BE CHECKED IN PARTICULAR:
2. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED DAILY FOR SOIL BUILDUP. IF
THE ENTRANCE BECOMES CLOGGED WITH SOIL AND FAILS TO PREVENT THE
TRANSPORTATION OF SOIL ONTO THE ROADWAY, ADDITIONAL STONE,
REPLACEMENT OF STONE, OR A WASH -RACK MAY BE REQUIRED.
3. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO
THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND
UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE
BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH
THE EXISTING GRADE, PREPARED, AND SEEDED.
4. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD
STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS
NEEDED. IN THE EVENT THAT THE APPLIED SEEDING FAILS TO TAKE HOLD,
BLANKET MATTING SHALL BE PLACED IN APPROPRIATE AREAS DEEMED
NECESSARY BY THE ENGINEER OR EROSION CONTROL INSPECTOR.
SEQUENCE OF CONSTRUCTION
AFTER OBTAINING ALL REQUIRED PERMITS THE CONTRACTOR SHALL COORDINATE A
PRE -CONSTRUCTION MEETING, ALLOWING 72 HOURS FOR ITS COORDINATION.
1. PHASE 7
1.1. INSTALL THE CONSTRUCTION ENTRANCE AT SITE ENTRANCE OFF OF
COLBERT STREET. SHOULD THE TEMPORARY CONSTRUCTION ENTRANCE NOT
BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNTS OF SOIL BE
TRACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION
ENTRANCE, WATER TANKER TRUCK WITH TWO (2) PRESSURE WASHERS, AND
A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT
CONTROL PROGRAM ADMINISTRATOR.
1.2. PLACE SILT FENCE AND OTHER PERIMETER CONTROLS.
1.3. ONCE ALL OF THE PHASE 1 CONTROLS ARE INSTALLED, THE CONTRACTOR
SHALL COORDINATE INSPECTIONS, AS REQUIRED BY THE COUNTY OF
ALBEMARLE.
1.4. CLEAR AND GRUB THE PROJECT AREA. THE LAND DISTURBANCE SHALL BE
RESTRICTED TO THE LIMITS OF DISTURBANCE SHOWN IN THE APPROVED
EROSION CONTROL PLANS.
1.5. ALL DISTURBED AREAS SHALL BE COVERED IN TEMPORARY SEEDING AS
SPECIFIED BY THE PLANS.
1.6. STRIP TOPSOIL AND STOCKPILE WITHIN AN AREA ON THE PROPERTY AT A
LOCATION APPROVED BY ALBEMARLE COUNTY COMMUNITY DEVELOPMENT.
2. PHASE 2
2.1. CONTRACTOR TO BEGIN CONSTRUCTION ON THE RECREATIONAL FACILITY,
THE COMMUNITY CENTER, SIDEWALKS, AND UTILITIES. SAFELY REMOVE THE
TREES THAT ARE TO BE REMOVED AND REMOVE THE EXISTING TEMPORARY
ELECTRIC.
2.2. SAW CUT THROUGH THE EXISTING PAVEMENT AND SIDEWALK TO CONNECT
THE PROPOSED SANITARY SEWER TO THE EXISTING SANITARY MANHOLE.
ONCE THE SANITARY SEWER IS IN PLACE, FIX THE EXISTING SOCA PARKING
AREA AND THE SIDEWALK. THE CONSTRUCTION ENTRANCE WILL HAVE TO BE
PARTIALLY REMOVED WHILE INSTALLING THE SANITARY LATERAL.
CONTRACTOR TO ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE WHILE
SANITARY LATERAL IS BEING INSTALLED.
2.3. SPREAD THE TOPSOIL AND ADD PERMANENT SEEDING TO ANY DISTURBED
AREA.
2.4. AFTER SITE IS STABILIZED AND PERMISSION IS OBTAINED FROM THE
EROSION CONTROL INSPECTOR, REMOVE SILT FENCING AND OTHER
REMAINING EROSION CONTROL MEASURES IF DEEMED APPROPRIATE BY
ALBEMARLE COUNTY.
2.5. ONCE CONSTRUCTION ENTRANCE IS REMOVED, ADD THE THREE EVERGREEN
TREES ALONG THE SIDE OF THE COMMUNITY CENTER.
EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS
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 14 DAYS. PERMANENT STABILIZATION SHALL BE
APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR
1.1. CONTRACTOR SHALL ESTABLISH A STABILIZED SITE, AND NOT ALLOW ANY
SEDIMENT TO EXIT THE PROJECT LIMITS.
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.
2.1. CONTRACTOR TO PROTECT STOCKPILE AREAS WITH SILT FENCE.
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.
3.1. CONTRACTOR SHALL ESTABLISH A VEGETATIVE COVER ON ALL DENUDED
AREAS.
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.
4.1. CONTRACTOR SHALL ESTABLISH THE PERIMETER CONTROLS AS THE FIRST
STEP OF THE LANDS DISTURBANCE FOR THIS PROJECT.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS
DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
5.1. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AFTER EACH
RAINFALL EVENT.
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.
6.1. 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.
6.2. 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.
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.THERE ARE NO PROPOSED CUT OR FILL SLOPES. HOWEVER, THE
CONTRACTOR IS TO RESTORE THE PROJECT AREA TO EXISTING GRADE. IF THE
AREAS WITH NATURALLY STEEP SLOPES ARE FOUND TO BE ERODING EXCESSIVELY
AFTER ONE YEAR, CONTRACTOR IS TO PROVIDE ADDITIONAL SLOPE STABILIZING
MEASURES UNTIL THE PROBLEM IS CORRECTED.
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.MAXIMIZE SHEETFLOW AND GROUNDWATER
INFILTRATION
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.CONTRACTOR TO NOTIFY ENGINEER AND COUNTY
EROSION CONTROL INSPECTOR.
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.
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.
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. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE
CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED
FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER
M ATERI ALS.CON TRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY
STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM
CROSSINGS.
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 NON -ERODIBLE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO
WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.CONTRACTOR
SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS FOR
STREAM CROSSINGS.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY
AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
16.1. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
16.2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
16.3. 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.
16.4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
16.5. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS
CHAPTER.
16.6. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.CONTRACTOR
TO ADHERE TO THE APPLICABLE STANDARD FOR PRIVATE AND PUBLIC
UTILITY INSTALLATION.
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. CONTRACTOR SHALL MAKE PROVISIONS TO KEEP
ADJACENT ROADS CLEAN FROM SOIL BUILD-UP.
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 VESCP 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. CONTRACTOR SHALL STABILIZE SITE, AND OBTAIN INSPECTOR
APPROVAL PRIOR TO REMOVING EC MEASURES. UPON APPROVAL OF THE
ENVIRONMENTAL INSPECTOR, INSTALL INFILTRATION AREAS AND CONNECT ROOF
DRAINS.
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 FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND
RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS
ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE
CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS.
19.1. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL
BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE
RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES
WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM
STABILITY ANALYSES AT THE OUTFACE OF THE PIPE OR PIPE SYSTEM SHALL
BE PERFORMED.
19.2. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED USING THE
VSMP CHANNEL PROTECTION CRITERIA. STORMWATER DISCHARGES ARE
CLASSIFIED INTO ONE OF THREE TYPES OF CHANNEL.
(1) "MANMADE STORMWATER CONVEYANCE SYSTEM" MEANS A PIPE, DITCH,
VEGETATED SWALE, OR OTHER STORMWATER CONVEYANCE SYSTEM
CONSTRUCTED BY MAN EXCEPT FOR RESTORED STORMWATER CONVEYANCE
SYSTEMS OR,
(A) THE MANMADE STORMWATER CONVEYANCE SYSTEM SHALL CONVEY THE
POST -DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR EVENT
WITHOUT CAUSING EROSION OF THE SYSTEM DETENTION OF THE
STORMWATER OR DOWNSTREAM IMPROVEMENTS MAY BE INCORPORATED
INTO THE APPROVED LAND -DISTURBING ACTIVITY TO MEET THIS CRITERIA
AT THE DISCRETION OF THE STORMWATER PROGRAM ADMINISTRATIVE
AUTHORITY.
(B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED
STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS
SHALL BE MET.
QDEVELOPED <= I.F. * (QPRE-DEV. * RVPRE-DEV.) / RVDEVELOPED
UNDER NO CONDITION SHALL QDEVELOPED > Q PRE-DEV.
NOR SHALL QDEVELOPED BE REQUIRED TO BE LESS THAN THAT
QFOREST * RVPRE-DEV.)/RVDEVELOPED
OR IN ACCORDANCE WITH ANOTHER METHODOLOGY THAT IS
DEMONSTRATED BY THE VSMP AUTHORITY TO ACHIEVE EQUIVALENT
RESULTS AND IS APPROVED BY THE BOARD.
(2) "NATURAL STORMWATER CONVEYANCE SYSTEM" MEANS THE MAIN
CHANNEL OF A NATURAL STREAM AND THE FLOOD -PRONE AREA ADJACENT
TO THE MAIN CHANNEL OR,
(3) "RESTORED STORMWATER CONVEYANCE SYSTEM" MEANS A
STORMWATER CONVEYANCE SYSTEM THAT HAS BEEN DESIGNED AND
CONSTRUCTED USING NATURAL CHANNEL DESIGN CONCEPTS. RESTORED
STORMWATER CONVEYANCE SYSTEMS INCLUDE THE MAIN CHANNEL AND THE
FLOOD -PRONE AREA ADJACENT TO THE MAIN CHANNEL.
(A) THE DEVELOPMENT SHALL BE CONSISTENT, IN COMBINATION WITH
OTHER STORMWATER RUNOFF, WITH THE DESIGN PARAMETERS OF THE
RESTORED STORMWATER CONVEYANCE SYSTEM THAT IS FUNCTIONING IN
ACCORDANCE WITH THE DESIGN OBJECTIVES.
(B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED
STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS
SHALL BE MET. SEE 19(13)(1)(B).
GENERAL EROSION AND SEDIMENT CONTROL NOTES
WORK AREA PROTECTION &MAINTENANCE
1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE
SALVAGED, STORED, PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION
OF AND LOCATION DESIGNATED BY THE PROJECT MANAGER. IF SUCH FENCE MATERIAL
CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL
INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL. TEMPORARY FENCING REQUIRED
BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR IS
ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN
ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR
PROTECTION OF ANY ANIMALS, AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE
PRE -CONSTRUCTION CONDITION OF ANY FENCE TO BE REMOVED, DISTURBED OR
REPLACED.
2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING
ISSUANCE OF VDOT APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT
(FOLLOWING VERIFICATION OF EXISTENCE OF EASEMENT) SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS
PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE ACCESS AND
TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS
TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE
COORDINATED WITH VDOT AND THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO
NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE PROJECT MANAGER MAY
RESULT IN DELAYS.
3. CONTRACTOR SHALL, AT THEIR EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND
ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED
SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT THEIR EXPENSE.
4. EXISTING LAWNS TREES SHRUBS FENCES UTILITIES CULVERTS WALLS WALKS
DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE
SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH
ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO
BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S
EXPENSE.
5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO
MEET THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE.
CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY
CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE
STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT
MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED
FOR MORE THAN SEVEN (7) CALENDAR DAYS.
VEGETATION
1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY
OWNERS AND THE PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND
OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK.
2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE
TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER. ANY TREES OR
PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT
ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR
REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
3. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS
IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER
AND MULCH SHALL BE PLACED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON
ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION
SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE.
4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS "STABILIZED". THE CONTRACTOR SHALL
BE RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIMPLY APPLY SEED AND MATERIALS.
GENERAL CONSTRUCTION NOTES
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 T0,
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 RAINFALL 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 7:00 AM TO 9:00 PM.
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
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 80 LBS/100SF.
ALTERNATIVES ARE SUBJECT TO BE APPROVED 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 90 LBS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES
OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND
CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE
APPLIED AT 180 LBS/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 80 LBS/10OSF. ALTERNATIVES ARE
SUBJECT TO BE APPROVED BY THE COUNTY EROSION CONTROL
INSPECTOR.
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Lic. No.
22841 ,w4�
0,0s 12/23/2021 ♦{
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TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Water
Application
Dilution
Type of
Rate
Adhesive
(Adhesive: Water)
Nozzle Gallons/Acre
Anionic
Asphalt Emulsion
7:1
Coarse Spray
11200
Latex Emulsion
12.5:1
Fine Spray
235
Resin in Water
4:1
Fine Spray
300
Acrylic Emulsion
(Non -Traffic)
7:1
Coarse Spray
450
Acrylic Emulsion
(Traffic)
3.5:1
Coarse Spray
350
Source: Va. DSWC
DC DUST CONTROL
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
N
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a
TS TEMPORARY SEEDING
SEEDING RATE
NORTHa
SOUTHb
PLANT
SPECIES
3n
sn
axis
zrts
sn
9r1
CHARACTERISTICS
Acre
i000 fta'
to
to
to
to
to
to
4r30
Bi13
11r1
4I30
911
11115
OATS
3 bu. (up to t00 lbs.,
2 lbs.
X
-
-
X
-
-
Use spring varieties (e.g., Noble).
( ve saliva
not less than 50 lbs.)
RYEd
2 bu. (up l0 110 lbs.,
2.5 lbs.
X
X
X
-
X
Use for ]ate fall seedings, winter
(Secale cereale
not Ices than 50 lbs.)
cover. Tolerates cold and low
moisture.
GERMAN MILLET
50 lbs.
approx. 1 lb.
-
X
-
-
X
Warm -season annual. Dies at first
Seta 'a italics)
f
1992 3.32
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
Total Lbs.
Per Acre
--tilinimum Care Lawn
- Commercial or Residential
175-200 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
95-100%
- Improved Perennial Ryegrass
0-5%
- Kentucky Bluegrass
0-5%
Hiah-Maintenance Lawn
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
100%
General SloW.(371 or I�
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
• Seasonal Nurse Crop*
N 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 `• 20lbs.
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 Scricca lespedeza for Crownvetch cast 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 301bL/acre. All legume
seed must be properly inoculated. Weeping Lovegrass may be added to any slope
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in
mixes.
PS PERMANENT SEEDING
TABLE 3.31-11
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS`
Rate
Planting Dates Species lbs. acre
Sept. I - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-flotnm)
& 50 - 100
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum)
May 1 - Aug 31 German Millet 50
(Setaria italica)
Source: Va. DSWC
TEMPORARY SEEDING
TS
RUNOFF WATER
WITH SEDIMENT
GRAVEL* (12" MIN. DEPTH)
;A'
�a"
.r
4.
�mr
FILTERED WATER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY, CONCENTRATED FLOWS ARE EXPECTED BUT NOT
WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE
EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT
STRUCTURES AND UNPROTECTED AREAS.
* GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE
AGGREGATE
GRAVEL AND WIRE MESH
IP DROP INLET PROTECTION
r NOT TO SCALE
WIRE MESH
3.07
1. SET POSTS AND EXCAVATE
A 4"X4" TRENCH UPSLOPE
ALONG THE LINE OF POSTS
2. STAPLE WIRE FENCING TO THE
POSTS
1
FLOW
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH 4. BACKFILL AND COMPACT
THE EXCAVATED SOIL
FLOW
III 'XTENSION OF THE FABRIC AND WIRE
THETRENCH
FILTER FABRIC
WIRE I
—I -
DSFSILT FENCE DETAIL
NOT TO SCALE
3.05
70' MIN
I� 51
EXISTING
IPAVEME�
1
A
FILTER CLOTH & MIN
A
EXISTING GROUND
SIDE ELEVATION
70'MIN
WASH RACK
B
1�t7((7OPTIONAL)
I1111
�10' MIN.
EXISTING
PAVEMENT
VDOT #1 COURSE
AGGREGATE
B I \� POSITIVE DRAINAGE
TO SEDIMENT TRAPPING
I DEVICE
*MUST EXTEND
FULL WIDTH OF
INGRESS AND
PLAN VIEW
EGRESS OPERATION
z
12' MIN
n
L
T
SECTION A -A
FILTER CLOTH
M
SECTION B-B
REINFORCED CONCRETE
DRAIN SPACE
ENTRANCE DETAIL
@aCOTNSIT�IRUCTION
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1
Schedule
Symbol
Label
QTY
Manufacturer
Catalog Number
Description
Lamps Filename
per
Lamp
Multiplie
LLF
Efficiency
Polar Plot
2
WAC LIGHTING
DC-WS06-F830S-WT
Surface -mounted Luminaires
1 DC-WS06-
3543
r
1
3543.302
100%
F830S-WT.IES
?'
❑
0
Max: 6336cd
3
ELITE
HH6-LED-2000L-DIM10-
Surface -mounted Luminaires
1 HH6-LED-
900
1
900
100%
MVOLT-WD-40K-90-
2000L-DIM10-
HH6-6501-CL-WH
MVOLT-WD-
B
40K-90-HH6-
6501-CL-
WH.IES
Max: 1392cd
3
WAC Lighting
WP-LED-336-30D
LED WALL PACK FLOOD
1 WP-LED-335-
1944
1
1944.1
100%
A081814
30.IES
aC
0
Max: 12J9cd
6
WAC Lighting
WS-W1122-WT
Wall Sconces
1 WS-W1122-
610
1
610
100%
WT_IESNA200
o
D
2.ies
Max: 33 d
4
NLS Lighting
VSS-S-T2-16L-35-40K-
SILICONE T2 OPTICS
1 VSS-S-T2-16L-
2143
1
2143.346
100%
UNV
35-40K.IES
E
Max: 2593cd
r
Designer
Marcus L. Carter
Date
12/2/2021
Scale
Not to Scale
Drawing No.
Summary
i
�I
EX 20' ACSA SANITARY
SEWER EASEMENT
D.B. 3532 PG. 603
---------------------------
- EX. STORM WATER BMP
FACILITY EASEMENT
D.B. 3351 PG. 424
TMP 62A3-1 B
N/F BELVEDERE LAND HOLDINGS LLC
ZONING: NMD
USE: VACANT
STORMDRAIN EASEMENT
EX. 30"Rcp
.001, MONOMER. FYISTING TREE LINE
s
' \\__ EX. 20' ACSA
SANITARY SEWER
ti s EASEMENT
D.B. 3532 PG. 603
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TEMPORARY CONSTRUCTION AND
GRADING EASEMENT ACROSS ALL OF
NEW PARCEL 'A' AND TMP 62A3-1B1
D.B. 3543 PG. 225
w
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TMP 62A3-1B1
TMP 62A3— lA
N/F BELVEDERE LAND
a
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N/F SOCCER ORGANIZATION OF
_
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WIN
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HOLDINGS LLC
CHARLOTTESVILLE AREA INC
ZONING: NMD
N w
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ZONING: NMD
N
USE: VACANT
w
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TMP 62G-01—A
N/F BELVEDERE NEIGHBORHOOD
ASSOCIATION INC
ZONING: NMD
USE. OPEN SPACE
20
SCALE 1"=20'
0 20
SCALE IN FEET
r�1
LANDSCAPING LEGEND
MG O
QP O
TEMPORARY CONSTRUCTION AND
GRADING EASEMENT
D.B. 3543 PG. 225
TMP 62A3-18
N/F BELVEDERE LAND
HOLDINGS LLC
ZONING: NMD
USE. VACANT
REINFORCED RUBBER
HOSE, ARBOR TAPE,
DECIDUOU:
PRUNE DEAD OR DAMAGED
BRANCHES. DO NOT PRUNE
CENTRAL LEADER.
REINFORCED RUBBER HOSE,
ARBOR TAPE, OR NYLON WEBBING
2X2 HARDWOOD STAKE
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
(DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BED
REMOVE STRINGS, WIRE, BURLAP
FROM TOP 1/3 OF BALL
ON UNDISTURBED SOIL
NG
PLACE TOP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH)
DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
ORIGINAL SOIL, AMEND AS
REQUIRED
NEVER CUT
MAIN LEADER
PLANT SCHEDULE
KEY
QNTY.
BOTANICAL NAME
COMMON NAME
SIZE
NOTE
10-YEAR TREE COVERAGE
AREA (SF)
TOTAL (SF)
Evergreen Tree
MG
3
Magnolia grandiflora
Southern Magnolia
4'-5'
54
162
Canopy Tree
QP
S
Quercus palustris
Pin Oak
2-1/2"
370
1,850
TOTAL
2,012
Total Site Area
Tree Canopy Reqired
Proposed Tree Canopy
0.42 ac
1,848 sf
2,012 sf
18,475
10•�
11%
sf
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Lic. No.
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DESIGNED BY:
MSK
DR,4WN BY:
MSK
'CHECKED BY:
JLT
DATE:
0217 021
SCALE:
1 "=20'
JOB:
20.2102
SHEET:
I2 OF 13
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CC•12 NOTE I COMPONENTS CF CURB RAMPS CONSIST OF THE FOLLOWING,
HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES. AREA N SOUARE YARDS
GENERAL NOTES: CURBETABLE REQUIRED SURFAC€R<AREA IN LINEAR YARDS]
1. THE DETECTABLE WARNING SHALL BE PROVUED BY TRUNCATED DOWES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAIP-
2- ALL DETECTIBLE WARNING SURFACE PRCMCTS SHALL MEET THE REQUIREMENTS 51MWALK
OF SECTION 504 of THE SPECFICA71ONS FOR CO-12 DETECTABLE WARNING SURFACE. 48PI MAX RAMP 130 MAX
DETECTABLE WARNING SUACE PRODUCTS USED SHALL BE FROM THE MATERIALS
APPROVED PRODUCT LIST NUMBER 72.
3. SLOPING SUES OF CUB RAP MAY BE POURED NONDLITHCALLV WITH RAMP
FLOOR OR ST USING PERMISSIBLE CONSTRUC710H JOINT wlrH RECUIRED BARS- Z-7;
4. REOUFB
ED ARS ARE TO 6E NO.5 X 8-PLACEALONGD TCENTER TO CENTER ONGBOTH SIDES OF THERAP FLOOR. MPDEPIH OF RAP FLOOR. MINIMUM
CONCRETE COVER F'. TD'1 MAX
5- ROADWAY CURB / CURB AND GUTTER SLOPE TRASBONS ADJACENT TO CURB TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER, PERPENDICULAR
S. CURB RAMPS ARE REQUIRED FOR SUEWALKS AND SHARED USE PATHS. THE WIDTH OF
THE CURB RAMP SHALL MATCH 90EWALK WIDTH. WHEN CLIMB RIPS ARE USED N
UCONAANCTIO N WITH A SHAPED USE PAT", THE MINIMUM WDIH SHALL BE THE WIDTH
THE SHAPED USE PATH. yMN
7, DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE:2•l MINX
CURB RAMP LANDING FLOOR,f
R- CURD RAMPS WALL BE INSTALLED AHD LOCATED WITHIN PEDESTRIAN CROSSWALKS vM__
AS SOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD
NOT BE LOCATED BEHIND VEHICLE STOP LIES. LIGHT POLES. FIRE HYDRANTS. DROP
INLETS.ETC- TYPE B
9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL
THE CURB OPENING 5 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND , •� S. ^
THAT
THE MOPE AT THE CONNECTION OF THE CURB OPENING IS , , YN•Y�R,!¢1N.,11'.
PERPENDICULAR TO THE CURB.
10. DETECTABLE WARNING SURFACE PALLS SMALL BE NST&LED FLUSH WITH - 1T,+MAX
THE BACK OF CURB. 1_-
",MAX im
11, WHERE CURB RAPS INTERSECT A RADA SECTION Of CURB AT ENTRANCES ��
OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SH L HMV[ 5-MN 3(X X
A FACTORY RAMS OR BE FIELD-MODIFED AS RECOMMENDED BY THE
MANUFACTURER 70 BATCH THE BACK Of CURB -SEE CG•12•NS PAGES 204.06
AND 204.07 FOR METHODS Of INSTALLING DETECTIBLE WAMRIINGS ON A RADIUS. 4-NYN
AT E ,3" HIGHERHIGHER PAVEMENT
TWIN
EDGE OF SAME AS
AT X X ,SAYE AS TOP K CURB
TYPE C
PARALLEL & PERPENDICULAR
7RINCATED DOME
I -22.a- C•C
0
I O O O O O
L 0 0 0 0 0 0 D
o 0 0 0 0 0 0 -Tf
LANDING RAP + U 0 00 000 00 000 000 0 p
a 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0
I;+I O O O D O O O O O O O O O O O
IR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
%A 652 OF BASE DIAMETER O O O O 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WALKING -I
AT BACK OF CLIMB DA E I VARIABLE FUEL WIDTH DF RAMP FLUOR 'l
SEE NOTE TL SE DIAHAEICR PAY LIMIS •l
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RAOIU5 DETAIL DETAIL
'\VDOT A COPY OF THE ORIGIN& SE&ED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE
SHEET I OF s REYSGN DATE (GENERAL NOTES) 105
$04
204 DI 04/A VRf9MA DEPARTMENT OF TRWSPORTdTgN 504
201A ROAD F. RRIr)FF STANDARDS
OI-3& 38. 3C EXPANSION KEYED
FOR METALS OF NLET JOINT CONST. BARS D PROALH
EKPANSION JOINT & i 3'-IO" FRAMECOVER BAIN
RN OF SIDEWALK Y JOT
SEE STANDARD C-2. F GUTTER
BAR C. WARPED
BAR$ G 1'- Y' GUT TEEF
W D T-.
`m 2.. ANRS C 6.6.6. nO F BAR C 2 I SLBBASE
L AR$ F I I �S B n y __ - _- HARDWARE
CLOTH
U I F BPRS F WEEP HOLE
SEE NOTE 9
a ^ x
s EPs.'sE
' o MI u F BAR A NOTE 5
:I II 'TR D CUTTER FACE CURB 0:. S..
CR CONTROL JOINT CRACK CONTROL JOINT
2'-0"
6 NN, PLAN SECTION A -A
r KEYED COHST. JOINT
- MAX. 20' r
WARPED
P• 2,_6,. B B.. 3.-G�. 2:: GUTTER
2-0„ 8
�•- . x E'H
I _ BARS A GUTTER
I'
w= .
b
B----}-- J I '6
BARS F BARS E L> _e :+ m °
ZA
NN3" DIAMETER - BARS E
WEEP H0� FRONT ELEVATION BARS F B` r-6" B" BAR' B
(GUTTER REMOVED) y�,. 3'-D"
s%y� BENT PLATE SECTION B-B
6•• � J.
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STANDARDS. •' L2�Y"K21/Y"%I/�'
GALV STUD
TYPE D NOSE OCTAL SHALL SE USED WITH GG-2 & CG-8 STANDARDS. TYPE A TYPE B I/7' % 4^ STIR SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO SE BENT ON AN ANGLE OF 68. 31Y 10 ANGLE IRON AT 2•C-C.
CONNECTORS AND IS 70 BE ANCHORED WITH /s• X 4" STw SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT TIC-C.
2"
APPq. PAVEMENT
I'I 5: L_ DI-3B L DI-30 L WARPED PAVEMENT
_ I =761
FLU1 I DETAIL WHEN USED
FOR USE ON GRADE$ ADJACENT TO CURB
FOR USE N SAGS WITHOUT GUTTER
BOTH SUES TO BE SYMMETRIC&
tv=r STANDARD CURB DROP INLET SPEGIFCATgN
ROAD ARID BRACE $TAMOARpS REFERENCE
MEET I OF 2 REVISIN DATE 12" 30" PIPE1 MAXIMUM DEPTH IH) • 8' zss
10409 Ce VIRGNA DEPARTMENT OF 7RAlSPORTATICH 302
2016 ROAD & BRIDGE STANDARDS
TABLE OF QUANTITIES
SEE STMpORID 5L-IFOR APPLICABILITY OF SAFETY SLABS. B
STANDARD WI
NOTE
+
FRAME N COVER
THE TOP OF MASONRY IS TO BE LEFT 'rL
SIFFICEMILY LOW TO PERMIT PROPER
ADJUSTMENT OF COVER AND FRAME TO
GRACE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGINEER-
1.
`3a
El
a
o
'd'
w+•P
6.
TOP
,.,
+-DIN
ry
in
FLAT SUM AS DETALED
ON STANDARD T-MI+2 MAY W
¢
a
SUBSTITUTED FOR TAPERED
0
: Y
SECTION WHEN APPROVED BY
••
THE ENGINEER.
a
5T.D. ST-1
DIANEIERI . WALL IHNKME$$I
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
a5-
HALF PLAN VIEW
B
HALF SECTION A -A
1MTN FRAME AND COVER REMOVED
BRICK CONCRETE
NOTES
I, QUANTITIES SHOWN ARE FOR MANGLE
WITHOUT PIPES THE AMOUNT DGFLACEO
BY PIPES MUST BE DEDUCTED TO
FAME of OVANTITMES
DEPTH
BRICK MANHOLE
MANHOLE
BRg1K
CONCRETE
CONCRETE
FEET
THOUSANDS
Cu. YARDS
Cu.YARDS
a
O.5
0?65
L437
5
D?
0-765
t699
6
O.9
0-785
L961
7
LO
01785
2.223
5
L2
0,785
2,485
9
14
0,785
2,747
D
1.6
0.785
3,009
11
1.9
M970
3,455
12
2.2
0.470
3.80
13
1 2.5
0.970
4.179
14
2.a
0.970
4341
15
3.11
0.970
4.903
M
3 41
0.970
5.255
7?
1 4.0
1 1173
6.032
INCREMENT
1 045
1
0.582
OBTAIN TRUE OIAANIRES.
2. A BAY THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE OUAMTITES.
3.6111CREAENTS TO BE ADDED FOR EACH
ADDITION& FOOT OF DEPTH
4. NATERMLS MAY BE BLACK, CONCRETE OR
APPROVED CONCRETE ARMHOLE MOCK.
5. F MOCKS ARE USED THE MINIMUM
THCKNESS OF SAME IS TO BE S"-
OTHER TNCKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6.&L CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
"VERT IS TO BE SHAPED IN
THEE CCOOSiWFUHIN4HNNGNGANDSPLAONO
ALL MATERIALS INCIDENTAL TO THE
SIAP14G 4 TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
SPECIFICATION ,VDOT
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAO AND BRIDGE STANDARDS
303 'NOVA OEPARrMNT OF TRANSPORTATION REVISION DAIS SKEI 1 Di 3
04/20 106.01
SECTION A -A
fi
A
THE LETTERS V.D.O.T. ARE OPTION&
E USED THE LETTERS ARE TO BE
CAST IN TIE DEPNESSION IN
OF
COVER t WIDE RASED HIGH AS
SHOWN
A d1
LETTERING
OPTIONAL
AD COYER SHALL BE
FDR TRAFFIC CODITIONS-
NRO%IMATE WEIGHT
CAST IRON
E 239 . 12 LBS.
ER 137 - 7 LBS.
B
TOP
A A I
SECTION B-B BOTTOM
NVDOT A COPY OF THE ORIGINAL M&ED AND SIGNED DRAWING 5 ON FILE N THE CENTRAL OFFICE. SPECIFICATION
ROAD AD BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER ftEfEREN[E
SHEET 3 OF 3 REVISION DATE 224
04/2O VRGNIA DEPMtMENT OE TRANSPORTATION 302
106 02
STANDARns
D7.3A, 38. 3A
TYPE
L
AREA OF
SLOT
REINFORCING STEEL
Concrete
BARS A
BARS B
BARS C
BURS
D
BARS
E
BARS F
BARS
G
WEIGHT
Ft.
S . Ft.
Ca Yos.
No.
I Lin, ft.
No.
1 Lin. FL •
No.
I Lin, Ft. M
No.
Lin. FS
No.
Lin. III,*
No.
Un. Ft.D
No.
Lin. III.*
Lb*,
DI-3A
-
M
-
-
-
-
1
'-r'
3
3'-2"
-
-
-
-
8
-O.,
4-
1.8,3
2.59
5
T-e"
2
3
Y-2"
4
11
3
11-6"
4
-
6'
2.75
3.02
5
3'-8"
8
,-r'
3
Y-2"
4
'i"
3
1'-6"
4
H
a•
3.67
3.46
5
5'-6"
10
•_ _ ,
'-r'
S
3'-2"
4
"
3
1'-6"
4
T-01,T
DI-39
10,
C
5
7'-8"
14
V-T' to &-%Y'
- '
3
3'-2"
4
T "
3
1'-8"
4
T-O.,
204
12,
S.50
4.34
5
B'-B'•
18
'-7'
,-r'
3
3'-2"
4
iv-6.
3
1'-8"
4
-
1
w
ss
a.7e
5
rr-6"
z2
- -
••r'
s
3.-2..
4
n'- '•
3
1.
4
-296
16'
733
5.
5
13'-8"
26
'•r'
3
'•r'
3
3'-2"
1
1 '-
3
1'-8"
4
-
1
1a'
a. 5
5.66
5
15.-B..30
- ' -
3
,-r'
3
3'-r'
4
15--6-
3
T-w
4
-
1
0'
9S7
1 &09
5
17'-6"
34
'-7'
3
5..r'
3
Y-r'
4
171•6"
3
1'-6"
4
4
6'
275
301
10
T-9"
4
8'-T' to ISI
s
'•r'
3
3'-2"
B
1•-B-
6
I 1'•6"
2
-
N
a'
3.67
145
1B
2'-TIP'
B
'-r'
S
•-r'
S
3'-r'
'-B"
8
I.
2
tSO
70'
4.5a
3.a9
10
3'-W'
12
B'-T' to W-117'
S
'•T'
3
1 3'-2"
'•9'
8 1
1'6"
2
-
205
1
a s
10
4'-HT'
16
'-r go '- ,
s
••r'
s
3'-2^
DI -SC
14'
6.42
4.77
10
TRY'
20
6'-T' to 6-10"
5
•-r'
S
3'-z"
B
s'-D'
8
1'�"
2
-
16'
7.33
521
10B'-W'
24
'-T - ,
5
'•r'
S
3'-2"
IS
6'•
8
1'd"
2
-
f
18'
825
5.65
18
T-W'
28
B'-T' to &-NY'
S
'•r'
20'
9.17
6.09
10
B'-W'
32
'-I-
5
'•r'
s
3'-r'
B
8'-B'
8
1'�"
2
4
NOTES
I. DEPTH OF INLET (HD TO HE SHOWN ON PLANS.
7,
04 X B" SMOOTH DOWELS AT APPROXIMATELY
15.
THIS AREA MAY BE EARTHEN, N WHICH CASE
IX' C-C TO BE PLACED N ALL AREAS ADJACENT
THE EXPANSION JOINTS WILL APPLY ONLY TO
2. THE "H" DIVERSION SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
CURB AND GOTTEN.
AND SPECEIED ON THE PLAINS WILL BE
SETTLEMENT.
MEASURED FROM THE INVERT CIF THE OUTFALL
15.
CONCRETE OUAVTITES SHOWN ME FOR DEPTH
PIPE TO THE TOP OF THE STRUCTURE.
B,3"
DIAMETER WEEP HOLE TO HE LOCATED TO
IN) OF 5'-2" WITHOUT PIPES, THE AMOUNT
PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
DRNN SOMME MATERIAL. WEEP IIOL WITH
DISPLACED BY PIPES MIST BE DEDUCTED TO
FOR ESTIMATING PURPOSES AND THE ACTUAL
177(12" PLASTIC HAROWANE CLOT I f' &ESN
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIMENSIONS SHALL BE DETERMINED BY THE
DR GALVANIZED STEEL WIFE, NNW WEE
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
CONTRACTOR FROM FELD CONDITIONS.
DIAMETER 0.0311, NUMBER 4 MESH HARDWARE
CUBIC SENDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF DEPTH.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
OF THE STRUCTURE.
TO HE SHAPED N ACCORDANCE WITH STANDARD
17.
LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
IS-1. THE COST OF FURM&" AND PLACING ALL
A
ALL REINFORCING STEEL SHALL HAVE A MN.
OF 2 IS TO HE L +18" AT 4.10 LBS./FT..
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
COVER OF 2".
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
18.
M DENOTES LENGTH OF ONE (1) BAR.
10.
ALL REINFORCING STEEL TO BE CUT CLEAR OF
IN THE EVENT THE INVERT OF THE OLTFALL
ALL OPENINGS BY 2".
19.
ALL REINFORCING BARS TO BENS.
4. PIPE IS NIGHER THAN TIME BOTTOM OF TIIE
STRUCTURE. THE INVERT OF THE STRUCTURE
It
CAST -IN PLACE CONCRETE IS TO BE CLASS A3
20.
WHEN INLET IS USED IN 4'-0" MEDAN, BACK OF
SHALL BE SHAPED WITH CEMENT MORTAR TO
(3000 PS). PRECAST CONCRETE 5 TO BE
INLET 15 TO BE SHAPED TO CONFORM TO
PREVENT STANDING OR ROWING; OF WATER
4000 PSL
PROPOSED CURB.
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL 70
12.
LENGTH OF SLOT (L) WILL. N EVERY CASE, BE
API G I BE INCLUDED IN THE BID
SHOWN ON PLANS,
PRICE STO
13.
IF INLET LET IS CONSTRUCTED IN MEDIAN CAOR
5. STEPS ARE TO BE PROVIDED WHEN H CS 4'-0"
WITH INTEGRAL CURB. CUTTER IS TO BE
OR GREATER. FOR DETAILS SEE STANDARD ST•1,
OMITTED ISEE DETAIL).
B. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
14.
STANDARD KEYS NAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DI -MID.
REFERENAF- STANDARD CURB DROP INLET
ROAD AND BRIDGE $7.w0ARD$
233 1211 - 3011 PIPE: MAXIMUM DEPTH I • 8' REVISION DATE $HEEr 2 OF 2
302 VRGINIA DEPARTMENT OF TRANSPORTATION
104.D
2016 ROAD & BRIDGE STANDARDS
MANGLE FIR" &COVER FORM BASF AYP
SrD. F&C-I OR WF&C-1 90• am
GRIX1T IN PLACE
E�i
24" A
UN.7 NOTES: }
FOR DIMENSIONS NOT L
' SHOWN SEE VDOT SPD.
B-1, B-2 & R-1
- FLAT SLAB TOP CONCRETE ENCASEMENT
MANHOLE FRAME L COVER STANDARD T-MH-2 TO EXTEND TO LIMITS
STANDARD FlIC-1 OR OF EXCAVATION
WF&C-1, GROUT N PLACE
MA OF
CONCRETE ADJUSTMENT s[ DROP PR
RING OR BRICK COLLAR 8• 24" a.. j D•1 D-2
AS REQUIRED MIN I I'~
B" 8"
O. 8..
CCENTRC Ir. 7D"
RARER LAW 71
T'D. T-NH-2 I5" 12"
N
REO'D WHEN D IS RISER UNIT u
GREATER THAN 4'-0" 5T9 R-1 1B" 75"
PLUG LIFT HOLES 24" &
RISER UNIT = MATH RUBBER ABOVE
O-WING JOINTS ST'0. R-7.R4 / STOPPER AND
(ASTM C-4431 MANHOLE B0.SE MORTAR
STD. Bd-j/ STEPS 12- TO 16"
OR B-2 D.C. STANDARD ST-1
STANDARD LS-1 D -TOP OF SHADING CLASS A7 CONCRETE
SHARING
PIPE MATERIELS TO MATDIM�
MAN LIE to I.. C.., DN PVC, ETC.)
B
.�'S �•S'i' "'� •i. FLEXIBLE CONNECTOR
'� •.' 7 : _ '. " S M: SEE SHEET 2 OF 2 CAST IRON BO' BENDS
BASE STANDARD 0-1 OR 0-2
PRECAST CONCRETE MANHOLE
A
SECTION B-B
DAM Yx D-1
r- DIAMETER MAX.
ST'D. SM
MANHOLE
NOTES: UFOR D-2 Of 12" & LESS)
L WHEN !EIGHT H EXCEEDS lr A MINIMUM NOMINAL MIGHT
OF
D OF
THE BASE UNIT RD RI BE Y WITH A SECTION HEIGHT OF (FOR D-1 OF t5•' & 78")
a' AD A B TOP STANDARD
PIYR UNIT R-2 MA R-3 SHALL BE RECEDED.
2.FLAF O N SHALLOW �MIAlMOLESRD r-MIN-z SHALL ONLY OL ALLOWED SECTION A -A
3-STEPS SMALL BE ENCASED N CORROSION RESISTANT
RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. SANITARY DROP CONNECTION
4. STEPS SMALL BE OMITTED WHEN SPECIFIED IN THE PLANS.
5. SEE STANDARD SHEET NUMBER 108.07, VOLUME L FOR NWIGHAL MANHOLE
DETAILS.
SPECIFICATION
REFEREE VDUT
SANITARY SEWER MANHOLE ROAD AND BRIDGE $I D ROs
REVISION DATE S+E.7 + OF 2
VIRGINIA DEPARTMENT Or TRANSPORTATION
ul+.m
2016 ROAD & BRIDGE STANDARDS
IT/N" WIPED WF&C-1
CAST IRON COVER MARKED
F&C-1
HOLES C 90-
' SENER-*AA
APPLES.
BB BB
J
U
a°Go
A
a cc
paps
(NO MOPE OPENING) a as pp
m❑BOLTS
''/2" STAINLESS STEEL
(4 REQURED)
TOP
�,.APPRO)IMATE
WEIGHTB I= 27 �' 1APPRCASTIRON
FRAME 220+ nLBs.
SECTION A -A FRAME 239 ± 12 LBS.
TOP
COVER 260+ 13LB9. I
COVER L37 +' 7 LBS.
8^
TOTAL 4802 24LBS. 2a" I
i•'i'
COVER �..H 3r r{
- _
i'i•
SECTION BB - BB
19
FRAME
Y(' X IY..
I or
ROUND NEOPRENE GASKET GLUED TO
I
FRAME (SOLVENT - WELD GLUE SHALL
DEVELOP FULL STRENGTH OF CASKET)
I I/i"
3S` It I
- `
I
SLOT
ZI
X
o Q
0
- % STAINLESS STEEL BOLTS
L I
V
44 REQUIED)
SECTION CC - CC
jf
T-7
T-9 34"
n
BOTTOM
1. DETAILS NOT SHOWN ARE AS REQUIRED FOR ST'D F&C-I
MAFRANE AM 2. FRAME SHALL E�SET TIIN I/: BED OF NON -SAD JOINT
SECTION B-B
SEALER & BOLTED TO THE MANHOLE CONE SECTION WITH
NOTES,
4 r," ANCHOR BOLTS.
3. CAST RON SHALL CONFORM TO ASTM A-4B, CLASS 30S.
1, CAST TURN SHALL CONFORM TO
-
4. SEATING SURFACES BETWEEN FRAME AND COVER SHALL BE
ASTM A-48M, CLASS WS,
MACHINED
5_ /j' K 1" CONTINUOUS NEOPRENE GASKET SHAH BE
2. CASTING AND FRAME ARE TO BE
MACHINED TO ENSURE A FIRM /
INSTALLED BETWEEN THE INNER COVER AND THE FRAME.
TIGHT FIT, B
B
6. RECESSED PICK HOLE $HALL N07 EXTEND THRU THE COVER-
3. D&ENSIONbS NOT SHOWN ARE THE
SAME AS STANDARD MR-1
PLAN 1
FRAME AND COVER,
WATERTIGHT MANHOLE FRAME AND COVER
MANHOLE FRAME AND
COVER
SPECIFICATION
REFERENCE
WATER AND SANITARY
SEWER FACILITIES
ROAD AND BR10GE STANDARDS
VURGMIA DEPARTMENT
OF TRANSPORTATION
REVISION DATE
BEET 1 OF 1
M12D1
-' 05 BARS ■ S' C-C TYP.
c8BARS
-c TTP.
Ill_I'
30. DIAMETER T T
TTrT I
IIIII I TT
I I
PLAN wtii THICCKNRE ESS AND PLAN
AT CONCRETE OLA55 A3 CONCRETE ,
SECTION A -A
NOTES: SECTION B-B
1 THE STANDARD SAFETY SLAB (SIS TO BE USED ONLY WHEN SPECKEDIN THE PLANS
ON TI DRAINAGE SHAMMY SHEET WITHAND/Olt THE DRAINAGE DTHAN 12IO& FOR HE SPACING
ADJACENT BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET,LOCATED
TIME WITHIN
0 OF
OF T ENT SAFETY DABS SHALL BE IS UR WITH E SAFETY SLAB LOCATED WITHIN 6 FEET
OF THE 70P OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
ANY KEt PPE OF 30" DIAMETER OR GEATER,
2, THE COST OF THE SL-1 15 INCLUDED IN THE COST OF THE STRUCTURE FSEE OR CAST
LACEDETADRAWINGS
3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. W 5 BARS W S' C-C TYP.
4. SAFETY SLAB MAY BE CASTNN-PLACE OR PRECAST, CAST-H-PLACE CONCRETE TO BE
CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO SE A4 (4000 PSI). RE/FORCING
STEEL 70 BE IN ACCORDANCE WITH AASH70 1431.�.:--
5. TH IS
LESS TAN 300"" THEACCESSPE� SHATER LLL BIDE RECTAANNCUI(STRUCTURE NWIDTH BY
30" LONG).
TYPICAL PRECAST UNIT
MICATM
NY TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET T OF I REVISION DATE MANHOLES AND JUNCTION BOXES
30z
106.+1 VIRGNIA bEM'ARIMENT 17F TRAMSPORTATION
2016 ROAD & BRIDGE STANDARDS
■
a
2016 ROAD & BRIDGE STANDARDS
NOTES=
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
TTHISD
RAWING IS TO APPLY TO THOSE STRUCTIIES SPECIFIED
ON PLATS OR WHERE INVERT OF PPE IS ABOVE AVERT OF
MANHOLE DR DROP HLET 5 TO BE FORMED AND CONSTRUCTED
N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS DETAILED HEREON 15 TO CONSIST OF A
PORTLAN3 CEMENT CONCTETE MIX CONFDRMMG TO CLASS A3 OR
CLASS Cl. EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
HP TC 4" IN DIAMETER AND CGINI OF STORE. KRONEN BRICK.
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHN_L RE LEFT SMOOTH BY MEAIS OF HAIR TROWELLING. HONE
_IUD NMIER W.
AADAPTOR PLUG
AI!TWD-3 SCHEDULE 40
OR WING PLUG
OCMI I Za
DIAMETER $HALL BE
SPECIFIED ON THE
PLANS
NOTES1
1. CEWCUIT MAY &SO RE NSTN1f➢ WITH IRON BODY SCREW WITH
BRASS PLUG AND ONE NCH OF LEAD POURED N PLACE & CALIL KED
ON INSIDE L OUTSIDE EDGE.
2. CLEA110Ur SHALL BE SUITABLY BRACED WITH 2- K 4- CROSS
PIECE EXTENDED OYER L HAVING SOLD BEARING AT LEAST ONE
FOOT ON EACH WE OF DITCH
3. CLEAMOUT WYE AND RISER SHALL BE CO.STRU:7ED OF THE SAME
MATERIAL AS THE MAN UNLESS OTHT(WISF SPECIFIED.
TYPE "A"
STANDARD VB-I TYPE "C'
FRAME AND COVER
DIAMETER WALL BE
SPEWED ON THE PLA6.
PLUG
PPE SHALL EXTEND BEYOND CLEADUT
BOX BEFORE BEING PLUGGED.F APPLICABLE
NOTESI
1. CAST IRON FRAYS AND COVER SHALT BE SUFFICIENTLY TRUE TO A PLANE
SURFACE, 50 THAT TOPS WILL NOT ROOK.
2. CLEANDIIT WYE AND NIGER SHALL BE CONSTRICTED OF THE SAE MI
AS THE MAN ULESS CTH RWSE SPECIFIED.
TYPE ,B,,
ROAD AND BRIM STANDARDS `RI SEWER CLEANOUT
REFERENCE
51EET I OF I REVISION DATE
MU.01 VIRGTNA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
SLOPETO DRAIN TO INVERT
OF OUTLET PPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
SLOPE TO DRAN
TO INVERT OF
OUTLET PIPE
le-',
CF THE COARSE AGGREGATE SHALL REMAIN E%POSED.
DETAILS OF INVERT SHAPING AS SHOWN HEREON APE FOR EXAMPLE
PURPOSES ONLY. EACH MAMHOLE OR DROP INLET 15 TO HE SHAPED -
NDNIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES. SECTION S-S
PLAN
METHOD OF TREATMENT IN MANHOLES
R:Ia: AND BRIDGE s STANDARDS ON
STANDARD METHOD OF SHAPING 00�REFE ICRENLT
s:1111' M OH I REVISION DATE MANHOLE & INLET INVERTS
3az
IO6.D9 VINGMA DEPARTMENT OF TRAR5POR7ATON
2016 ROAD & BRIDGE STANDARDS
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DATE:
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SCALE:
AS SHOWN
JOB:
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SHEET:
13 OF 13