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CRAIG W. I KOTARSK
Lia No. 0402048507
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DATE
11/21/16
DRAWN BY
1. WILSON
DESIGNED BY
1. WILSON
CHECKED BY
C. KOTARSKI
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JOB NO.
148.024
SHEET NO.
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PROJECT DESCRIPTION
THIS PROJECT INVOLVES THE CONSTRUCTION OF A GROCERY STORE AND ASSOCIATED SITE WORK. LIMITS OF CLEARING AND
GRADING ARE 6.31 ACRES.
ADJACENT PROPERTY
THE PROPERTY IS BOUNDED BY RT 250 TO THE SOUTH, COMMERCIAL PROPERTY TO THE WEST AND EAST, AND RT 20 TO THE
NORTH.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY BEING USED AS AN EARTHWORK BORROW AREA, WITH A COUNTY APPROVED E&S PLAN,
OFF-SITE AREAS
NO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT.
CRITICAL EROSION AREAS
NO CRITICAL EROSION AREAS EXIST ON SITE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED
TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.
STORMWATER RUNOFF CONSIDERATIONS
STORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGH THE PURCHASE OF OFFSITE CREDITS. CHANNEL AND
FLOOD PROTECTION REQUIREMENTS ARE BEING SATISFIED THROUGH THE INSTALLATION OF A DRY POND.
EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE
CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.
STRUCTURAL PRACTICES:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE
LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT
CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY
MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO
INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE.
3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES
AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM
4. DUST CONTROL - 3,39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR
MOVEMENT
VEGETATIVE PRACTICES:
1. TOPSOIL TEMPORARY STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED
FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH
TEMPORARY SILT FENCE AND VEGETATION,
2. 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.
3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING
SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY,
4. 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.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING
INSTALLATION,
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO
COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC, 3.32, PERMANENT SEEDING, SEED
TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS
THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE
3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING
OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.
SEQUENCE OF INSTALLATION_
PHASE I (SEE SHEET C3.1)
1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND
ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFIFICE. CLEARING LIMITS MUST Er:
FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PHASE I PLAN.
3. AFTER ALL EROSION AND SEDIMENT CONTROL PHASE I MEASURES ARE IN PLACE, SITIE WORK CAN BEGIN.
4, ROUGH GRADE PROJECT AREA.
5. SEED ALL DENUDED AREAS PER VESCH STANDARDS,
PHASE II (SEE SHEET C3.2)
1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION .AND SEDIMENT CONTROL PLAN AS
THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL.
2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS ACHIEVED.
3. ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES 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,
4. ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE
SEDIMENT TRAP, INLET AND PIPE (PIPE MAY BE FILLED WITH FLOWABLE FILL),
5, APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. TREE
PROTECTION, SILT FENCE, CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENT TRAPS MUST BE
MAINTAINED THROUGH GRADING AND CONSTRUCTION.
6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN
BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR.
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
INSPECTION.
2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CON-TROL 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 MAINITAINED ON THE SITE AT ALL TIMES.
5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDIICATED 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 STABILIZAT-ION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED F]ILTERING DEVICE,
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALU.Y AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 7HE 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 FILIL SHALL BE INERT MATERIALS ONLY,
FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION
5.1.28.
13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-:301 OF THE CODE OF ALBEMARLE,
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS
OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR
ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SILIDES, 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 CONTROIL 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. SEEDLING 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 AUGIUST TO CONSIST OF GERMAN
MILLET, STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR•
18, PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING„ AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING
SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL RESCUE AND 0-5% PERENNIAL
RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1.00SF. 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 SHAILL 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 WTIHIN 1 YEAR OF THE DATE OF APPROVAL.
(WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NIINE (9) MONTHS AFTER THE DATE
THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SIECTION 17-2078)
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TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
MINIMUM STANDARDS: "QUICK REFERENCE FOR ALL REGIONS"
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH PLANTING DATES SPECIES RATE (LBS./ACRE)
THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS SEPT. 1 - FEB. 15 50/50 MIX OF
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE ANNUAL RYEGRASS
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN (LOLIUM MULTI-FLORUM)
DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE & 50-100
TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. CEREAL (WINTER) RYE
MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR (SECALE CEREALS)
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 FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100
AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. (LOLIUM MULTI-FLORUM)
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 MAY 1 -AUG. 31 GERMAN MILLET 50
GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. (SETARIA ITALICA)
MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TS 3.31
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. TEMPORARY SEEDING PLANT MATERIALS
MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION, No Scale
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 TIM1E.
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 _Cp11
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 PUBILIC 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 DISIPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY
TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS
OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY, TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED
TO PREVENT FURTHER EROSION AND SEDIMENTATION.
MS -19, PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW
RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE
WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, CHAPTER 8 PAGES 20-24.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL (MAKE A CONTINUING REVIEW AND
EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CO)NTROL PLAN,
ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING,
OR LAND DISTURBANCE.
ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES.
ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER, THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), ;SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING ERtOSION 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 FILLTERING DEVICE.
ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNIOFF- PRODUCING RAINFALL EVENT, MAKE
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
IMMEDIATELY.
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
150 LBS.
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
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GUTTER _ - 12" CURB INLET
GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS 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
UNPROTECTED AREAS.
STORMWATER INLET PROTECTION
No Scale
2 X 4" WOOD SILT FENCE DROP INLET PROTECTION /-DROP INLET WITH
FRAME --� { GRATE
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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
Ip TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING
CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
STORM DRAIN INLET PROTECTION
No Scale
EXISTING GROUND
_ 70' MIN.
IJ' --�{ 5:1 EXISTING
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3' MIN.
FILTER CLOTH SECTION A -A
CE REINFORCED CONCRETE DRAIN SPACE
SECTION B -B
STONE CONSTRUCTION ENTRANCE
No Scale
IMF— mill
mm
1. SET THE STAKES.
FLOW ' r. / "
3. STAPLE FILTER MATERIAL TO STAKES AND
EXTEND IT INTO THE TRENCH.
2. EXCAVATE A 4"X 4" TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
(� 4"
w
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FLC
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
EXISTING
PAVEMENT DRAINAGEWAY INSTALLATION
s SF 3.05-2
(FRONT ELEVATION)
j SILT FENCE (W/O WIRE SUPPORT)
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DRAWN BY
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DESIGNED BY
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GENERALNOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND
STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE
AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION
WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES,
WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
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
SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION
AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER
PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS,
WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE
A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE
OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT
OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED
NECESSARY.
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
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
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 (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS
PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
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).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES
PRIOR TO STATE ACCEPTANCE. (N/A)
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
WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
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)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE 'B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION
ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND
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.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE
BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE
DAY
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COI-INTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART
1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE
APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS
NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS B EEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
JOIINT TREATMENT
DRY BRUSHED SAND
1/116" - 1/8" JOINT
HANOVER TRADITIONAL
PRIEST BRICK WITH
SQUARE EDGE
2" WEEP HOLES AT MINIMUM,
LOCATE AT ALL LOW POINTS.
OTHERWISE, PLACE WEEP HOLES
AT 6-10' ON CENTER STAGGERED.
FILL WEEPS WITH STONE.
- 3/4" BITUMINOUS SETTING BED
CONCRETE BASE
6" COARSE AGGREGATE
4" UNDERDRAIN (IF REQUIRED
BY GEOTECH) TO TIE INTO
STORM SYSTEM
COMPACT SUBGRADE
NOTE: BRICK PAVERS TO BE HANOVER TRADITIONAL PRIEST BRICK WITH SQUARE EDGE,
COLOR RUSSET BLEND, SIZE 4" X 8" INSTALLED IN A RUNNING BAND PATTERN,
DENOTES BRICK PAVER ON PLANS
•
BOLLARD DETAIL
No Scale
STEEL CAP
6" DIA. STEEL PIPE
/FILLED WITH
CONCRETE AND
POWDER COATED
(COLOR TO BE
SELECTED BY
OWNER)
PAVEMENT PATCH
IIlil��llrl�
a
2'-0" DIAMETER
3,000 PSI AIR -ENTRAINED
CONC. FOOTING
2" MINIMUM CONCRETE
BELOW STEEL PIPE
4"
TOP OF CURB
VDOT STANDARD CG -2 CURB
No Scale
R=2"
was-�i..
VDOT A-3 CONCRETE
CONTINUE 21B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
FLUSH CURB
No Scale
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
1.5" ASPHALT SURFACE COURSE
2.5" ASPHALT BINDER COURSE
" COMPACTED STONE BASE
- COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
y �//�/ • .
4"
2" R
/ d d
X 611
� ° d
ad °d'a
\ � d
6"
COMPACTED
SUBGRADE -
GONG CURB AND GUTTER CLASS 3A,
(f c=3,000 PSI) CONCRETE
1'1'1
° 4
d
d a ° 711
Q °
4 °
d °
4 d 4
2'-0"
CONTINUE 21B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
`FACE OF
CURB
411
PAINTED
STRIPE
0' (TYPICAL)
INTERIOR SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
18'
FAC
CE OF
URB
4"
PAINTED
STRIPE
(TYPICAL)
i 10 I_
PERIMETER SPACES
EXISTING PAVEMENTI PROPOSED PAVEMENT
LEGEND
EXISTING STORM DRAINAGE MANHOLE
EXISTING FLARED END -SECTION (FES)
>
CORRUGATED METAL PIPE
116
REINFORCED CONCRETE PIPE
CFP
CORRUGATED PLASTIC PIPE
uj
POL Y - VW YL CHLORIDE PIPE
COURSE
EXISTING TELECOM MARKER/ WITNESS
SPECIFIED ON PLANS
EXISTING TELECOM PEDESTAL
VDOT
EXISTING UTILITY POLE
PAVEMENT
EXISTING GUYANCHOR
PROPOSED
EXISTING HVAC UNIT
---- . " --
EXISTING UNDERGROUND TELECOM/FIBER-OPTIC UTL.
SURFACE
EXISTING WATER -LINE
EXISTING OVERHEAD UTILITY
........................ ;;:,................................_...
EXISTING OVERHEAD POWER UTILITY
w ...__ ....
EXISTING FENCE
;;>.. .........:..:::
EXISTING CENTERLINESWALE/DITCH
`
EXISTING EDGE OF PAVEMENT (EP)
EXISTING TREE -LINE
EDGE OF GRAVEL
SIDEWALK
EXISTING SIGN
EXISTING MAILBOX
..... `> `<``.
PROPERTY CORNER FOUND
(AS NOTED)
PROPERTY CORNER (TO BE) SET
f=,
DEED BOOK
PAGE
00
PROPOSED STORM PIPE & STRUCTURE NO.
0
PROPOSED STORM STRUCTURE (SHAPE VARIES BASED ON
®
TYPE) & STRUCTURE NO.
- - - - - -
PROPOSED ROOF LEADER
- - 200 _....... -
EXISTING CONTOUR
200
PROPOSED CONTOUR
f 240.50
PROPOSED SPOT ELEVATION
TC =TOP OF CURB
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
APPROX. = APPROXIMATE
4"
TOP OF CURB
VDOT STANDARD CG -2 CURB
No Scale
R=2"
was-�i..
VDOT A-3 CONCRETE
CONTINUE 21B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
FLUSH CURB
No Scale
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
1.5" ASPHALT SURFACE COURSE
2.5" ASPHALT BINDER COURSE
" COMPACTED STONE BASE
- COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
y �//�/ • .
4"
2" R
/ d d
X 611
� ° d
ad °d'a
\ � d
6"
COMPACTED
SUBGRADE -
GONG CURB AND GUTTER CLASS 3A,
(f c=3,000 PSI) CONCRETE
1'1'1
° 4
d
d a ° 711
Q °
4 °
d °
4 d 4
2'-0"
CONTINUE 21B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
`FACE OF
CURB
411
PAINTED
STRIPE
0' (TYPICAL)
INTERIOR SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
18'
FAC
CE OF
URB
4"
PAINTED
STRIPE
(TYPICAL)
i 10 I_
PERIMETER SPACES
EXISTING PAVEMENTI PROPOSED PAVEMENT
EXISTING
PAVEMENT
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
R= CONTROL JOINT SPACED
AT WIDTH OF WALK
1. I..r
EXPANSION JOINT AT MAX OF 30', WITH
%4 PREMOLDED EXPANSION FILLER
°
CONC. WALK
'ltd da 44
9 °°' a
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH ~� MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH
EQUIV., SEAL WITH
SILICONE SEALANT WWF 6x6 W2.9xW2.9
2"
d 6" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
o o 6" TYPE 21A STONE COVER
C C C C
\ -----COMPACTED SUBGRADE CBR 11.2
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
PBVAI.TY PENALTY
tm - No FM 0 - X500 RE
TOW AWAY ZOE TOW AWAY ZONE
VAN
6' ABOVEAC SSIBIi-E U ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM, COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
LOCATION (VAN)
HANDICAP SIGN
LOCATION (TYP.)
EOP
>
FAINTED
116
a- SAWCUT THROUGH a.
MATCH EX. CROSS
J EX. SURFACE
v
uj
SLOPE UNLESS OTHERWISE
COURSE
w
SPECIFIED ON PLANS
w & REMOVE
VDOT
PAVEMENT
PROPOSED
SPEC.
SURFACE
,YI
COURSE
EXISTING
PAVEMENT
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
R= CONTROL JOINT SPACED
AT WIDTH OF WALK
1. I..r
EXPANSION JOINT AT MAX OF 30', WITH
%4 PREMOLDED EXPANSION FILLER
°
CONC. WALK
'ltd da 44
9 °°' a
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH ~� MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH
EQUIV., SEAL WITH
SILICONE SEALANT WWF 6x6 W2.9xW2.9
2"
d 6" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
o o 6" TYPE 21A STONE COVER
C C C C
\ -----COMPACTED SUBGRADE CBR 11.2
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
PBVAI.TY PENALTY
tm - No FM 0 - X500 RE
TOW AWAY ZOE TOW AWAY ZONE
VAN
6' ABOVEAC SSIBIi-E U ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM, COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
LOCATION (VAN)
HANDICAP SIGN
LOCATION (TYP.)
EOP
20'
8' S' 8' 8181 -
-�.
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
FAINTED
116
PER
2% MAX.
VDOT
T41'
SPEC.
20'
8' S' 8' 8181 -
-�.
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
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DATE
11121116
DRAWN BY
J. WILSON
DESIGNED BY
1. WILSON
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
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Lis 14.3. 040204-8507
116
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DATE
11121116
DRAWN BY
J. WILSON
DESIGNED BY
1. WILSON
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
0
0
s�
v
a
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0
L
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February 6, 2013
ACSA GENERAL WATER & SEINER CONDITIONS
1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE
START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A 3.5 FEET
OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
110. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -
LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,
2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
ff
PLACE 5' GALVANIZED WITNESS POS( WITH
€ CAPPED ENDS PAINTED BLUE IN REMO.I-E AREAS
o AS DIRECTED. !MARKER LOCATION MAY BE SUBJEC
d TO HIGHWAY DEPARTIMEN-._ APPROVAL.
I
}'! FI1v11ISHED GRADE
E
..................
w
fE�` Fv.
'� l` w M` ADJUSTABLE VAI VE BOX W/ LID
my .. 1
z
?,>
r„"........................«:::
s j � M.J. GATE VALVE
I ,
^I' 3
WATERLINE f,
......_.. I
:
,
`............................................................................< .; ;•;
1
2500 P.5.1.
CONCRETE 2'x. 2' BEARINGAREA.
-THIRUIST BLOCK
�` • t
NOTE 11\1 REMOTE: AREAS, VALVE BOXES SHALL- EXTEND SIX (6) INCHES ABOVE GRA
TYPICAL GATE VALVE
NTS
FIG. W - 5
TD -8
A
C4
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFIL
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH, REI',,AOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL_ OR PROVIDE A 4" BEDDING OF
#68 STONE.
B EDDING
8 STONE
FOUNDATION IN POOR SOIL UNDER - CUT CONDITION
UNSTABLE
solL�
ST
NOTE
24 MIN INITIAL BACKFIL
3 STONE
:RANULAR FILL .AS
APPROVED BY ACSA R
OCHE STABLE SOIL OR ROCIn
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF 1 -HE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE IINITIAI_ BACKFILL.
3,THE INITIAL. BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH,
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W - 2
TD - 2
B
TYPICAL METER VAULT
N.T.S.
FIG. W- 7A
TD 11
SIDE VIEW
1.75" DIA.ME T ER DRILLED
TOLE FOR TOUCH READ
_)NITS.
TOP VIEW
1" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
4 x 36"
AUJMINUPvl ACCESS
H A -T c. H
X
T
SECTION l -1
45, '
!av L
2
max
PLUG
L.. ,
f
FOR TEE OR WYE FITTINCS
WIDEN TRENC-1-1 1O
ACCOiMIVIODATE '0
y%
ANCHOR IF
REQUIRED.
G
ING Al
JIRED
SECTION 2 - 2
........................
PIPE
nID^,ENSI0N
Dlfv^FNSiON
€ N'tEP<SIO`J
METER SIZE
TEE
_..........._............................
AND PLUS
'dOl
;SIZE
`
A
6
C
(FEE T)
4. THE
_
C'U.1 D. (
RESPONSIBLE
2,
3.1.:
J,rJ,
3,4,
3"s'
N'Ilfvl.
In' mlid.
6' f -11N.
4"
S' M,IN,
12' MIN.
6' MIN.
GREA,I ER
I
W
( �
THAN 4"
PROPOSALS
WILL BE
SUBlrAITTED.
B
TYPICAL METER VAULT
N.T.S.
FIG. W- 7A
TD 11
SIDE VIEW
1.75" DIA.ME T ER DRILLED
TOLE FOR TOUCH READ
_)NITS.
TOP VIEW
1" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
4 x 36"
AUJMINUPvl ACCESS
H A -T c. H
X
T
SECTION l -1
45, '
!av L
2
max
PLUG
L.. ,
f
FOR TEE OR WYE FITTINCS
WIDEN TRENC-1-1 1O
ACCOiMIVIODATE '0
y%
ANCHOR IF
REQUIRED.
G
ING Al
JIRED
SECTION 2 - 2
........................
PIPE
......... .........................,........
I DEGREE I
....._..... ._........
BEf•,!D
........._................_............... .......................
DIMENSIONS
JIMEIviSIUNs
VOL.
TEE
_..........._............................
AND PLUS
'dOl
;SIZE
`
i OF
1
ANY PART OF
(FEE T)
4. THE
_
C'U.1 D. (
RESPONSIBLE
( FEET)
i
U•
C ' YD.
I B�O
J D ................
.....................
. .....................
f
7
................................................:........................
L
H
T
I
W
( �
I
O'
J1
2.50
3.01
0.2
4°
(• 45
€
2.00} i
2. 1 5 I
2.60
0.1 5
E 22
1/2 1
1.50
2.00
2.52
0.10
.00
2,25
2.50
0.15
..m.
__ 11
1 /4 I
50
2.00
2.50
n.l!'J
I
90
3.6 6)
3.16
3.21
0. 18
....,.
-...._.
8
45
2.66,
2.66
2.77
0.26
( ?2
1 /2
1 F
6�
2.16
2.69
0.13
3.16
2.91 I
2.66
0.32
11
€
1/4 t`'
1,66
2.16 I
%.67
0.13
i
�
90
4.83 €
3.83
3.42
0.8 3
10" u
12'' 45
i
3.33
3.58 i
2.95
0.43
3.83
1 4.0�
�3
0.�
I 22
1/2 E
2.33
2.58 1
2.86
0.7,1
' ....... .............................
11
........................i.................
1 /4 €
b3
-
2.- ;
....................................................
- 8�o.iC
........................
-
.
J))
.......................
1. I HN,US I BLOCKS ARF REOIUIRED \WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN
SIZE,
DEAD ENDS AND AT VALVES.
d
a,
a
4
p .
4
2. USE
2500 P.S.I. CONCRETE.
6" MIN. 17.5" --+�-I 6" MIN.
?. NO
CONCRETE SHALL BE !POURED ON
ANY PART OF
THE JOINT.
4. THE
CONSULTING ENGINEER SHALL_ BE
RESPONSIBLE
TO THE VERIFY THE TYPE & SIZE
ALL
THRUST BLOCKS.
CONCRETE
THRUST
BLOCKS
NTS
FIG. 3
TD -3
e ° b
° 4 e4'. m .e v a 4 bd ° 4 c ,
e a
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6" MIN. 17.5" --+�-I 6" MIN.
4
4'
4
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44
18" MIN.
A,
A
Q'
A
12" MIN.
-- 17.5 ------- *-q
44" MIN.
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECA`.ST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8",
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2 METER).
NTS
FIG. W- 7B
TD --15
2 1/2" THREADED SIAMESE
CONNECTION FOR FIRE
DEPARTMENT (THREADS TO BE
o CONSISTENT WITH LOCAL FIRE
DEPT. STANDARDS
2'W x 2' L x 0.3'H SEAMLESS COVER SLEEVE
CONCRETE
COLLAR IDENTIFICATION PLATE
3'
2.5' FROM 3/4" THREAD -O -LET ON
FINAL GRADE STEEL PIPE WITH 3/4"
TO OUTLET AUTOMATIC BALL DRIP
ENCASED IN STONE
STANDARD CONCRETE-7',:A'1�I.._>
THRUST BLOCK 2x2 x2 VDOT STD #57
STONE WRAPPED IN
FILTER FABRIC
*NOTE: PIPING TO BE DIP. SIZE AND
CLASS 52. DIP PIPING TO BE
RESTRAINED J4011\IT.
SIAMESE CONNECTOR DETAIL
No Scale
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
Al
LENGTH OF BRANCH VARIES
6 MIN 2' TO 10'
(270')
18"-22"
7 CU. FT. VALVE BOX
#68 STONE
`.'m' �. 6" GATE
42"MIN A :t °' VALVE
iia. .� o•
r nd e a g" X 6"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST 9'
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THESOIL 0 L 15 DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IIN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2, MAINTAIN A 3 1/2' MIN. C=OVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH,
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN VIET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL. FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
Albemarle County Engineering
Final Plan General Notes
Pagel of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be, obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosioat and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
constrruc _un,
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in, the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill.
9. All exa<:vation for underground pipe installation must comply with OSHA Standards for
the Construction industry (29 CFR Part 1926).
WATER MAI
VARIES
NGJItCAIiNLU JU11N1 t11 111\16t)
_VE BOX
TO METER BOX (SEE FIG. W -6A
THRU W -7E).
1
ZIES 2" COPPER
2" CORP. STOP
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA,
• SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE.
o REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
NTS
FIG. W -6C
TD -12
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BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECA`.ST OR POUR -IN-PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8",
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2 METER).
NTS
FIG. W- 7B
TD --15
2 1/2" THREADED SIAMESE
CONNECTION FOR FIRE
DEPARTMENT (THREADS TO BE
o CONSISTENT WITH LOCAL FIRE
DEPT. STANDARDS
2'W x 2' L x 0.3'H SEAMLESS COVER SLEEVE
CONCRETE
COLLAR IDENTIFICATION PLATE
3'
2.5' FROM 3/4" THREAD -O -LET ON
FINAL GRADE STEEL PIPE WITH 3/4"
TO OUTLET AUTOMATIC BALL DRIP
ENCASED IN STONE
STANDARD CONCRETE-7',:A'1�I.._>
THRUST BLOCK 2x2 x2 VDOT STD #57
STONE WRAPPED IN
FILTER FABRIC
*NOTE: PIPING TO BE DIP. SIZE AND
CLASS 52. DIP PIPING TO BE
RESTRAINED J4011\IT.
SIAMESE CONNECTOR DETAIL
No Scale
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
Al
LENGTH OF BRANCH VARIES
6 MIN 2' TO 10'
(270')
18"-22"
7 CU. FT. VALVE BOX
#68 STONE
`.'m' �. 6" GATE
42"MIN A :t °' VALVE
iia. .� o•
r nd e a g" X 6"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST 9'
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THESOIL 0 L 15 DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IIN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2, MAINTAIN A 3 1/2' MIN. C=OVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3, FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH,
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN VIET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL. FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
Albemarle County Engineering
Final Plan General Notes
Pagel of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be, obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosioat and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
constrruc _un,
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in, the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill.
9. All exa<:vation for underground pipe installation must comply with OSHA Standards for
the Construction industry (29 CFR Part 1926).
WATER MAI
VARIES
NGJItCAIiNLU JU11N1 t11 111\16t)
_VE BOX
TO METER BOX (SEE FIG. W -6A
THRU W -7E).
1
ZIES 2" COPPER
2" CORP. STOP
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA,
• SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE.
o REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
NTS
FIG. W -6C
TD -12
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Lu_
_
�
_
_
�
,m
L
�/16" HOLES
AS SHOWN
�1/2x/1/2"x1/4"
STEEL ^NGLc(rYP.)
STOCK WELDED TO
u^se AS SHOWN
GENERAL NOTES FOR TRASH RACK
I . STEEL TO oowronw TO xsrw A-zs.
2, AnL sunrAccc OF mxsH RACK(S) wosr BE xor DIPPED uAumw/zso Arrcn rAen/cAnow.
z. _��Rxs* RACK(S) TO BE rAsrswEo TO *wu' WITH 1/2^ wASown, AwonoxS. TRASH
n,AoK(a) TO as ncwuvxaLE.
4. nnAs* RACK(S) TO BE oswrcnEo xoR/zowrAu', OVER THE opcw/wu.
5. r/Aomcxron MAY woo/rr uowpowswTs OF na^sn nxox rnxwc TO |wpRovs
oowsTRucx^e/ur, or mxsH RACK. woo/p/cAnows wusr BE ApPnowco B,
wCCopspmu* TO FABRICATION.
�7�T�T/��� T����A �&/-L� y���dT|
ORIFICE TRASH . /^r`��n DETAIL
FROM MONTGOMERY COUNTY, K4O
WATER RESOURCES SPECIFICATIONS
00'YRELEV 361.99
10 -YR ELEV. 360.92
RIM ff-EV. 360.72
77 1 -YR ELEV. 359.87
36"HDPE RISER
N8ANTI-VORTEX DEVICE
INV IN 357.00 (3" HDPE
INV OUT 3G7.OU(24"HDPE)
3^ORIFICE VNTRASHRACN357.00-
POND BOTTOM 357.00
8'D|A.X1.5'
CDNC.BASE
WATERQUANTITY ""'`'`-'`��~^^"~... . `�r,^-^^`,�....~�.~~^.
PRE DEVELOPED TO RT 250
O1 0.84CFS, 0.O47ACFT
C)10 3.96CFG.0.190ACFT
{l1O09.48CFS, 0.458ACFT
PRE DEVELOPED TOTOTHE WEST
O1 1.4OCFS, U.078ACFT
O10 6.57CF3.0.316ACFT
010O15.G8CFS, U75QACFT
PRE DEVELOPED TOTOTHE NORTH
(J1 1.82CFS, U110ACFT
O10 9.00CFG.0.478ACFT
O100 24�64CFS, 1.186ACFT
CHANNEL PROTECTION:
POST DEVELOPED
O1 O.87CFS, U.O33ACFT
C)iU 2D7CFS.0.099ACFT
01U0 4.2OCFS, 0.208ACFT
POST DEVELOPED TO THE WEST
Q1 078CFS, 0.04UACFT
OiO 2.&5CFS, 0141ACFT
0100 G.57CFS, O.32OACFT
POST DEVELOPED TO THE NORTH (ROUTED
O1 03QCFS, 0.817ACFT
Q1 841CFS, 1.420ACFT
Oi0024,07CFS, 2.62AACFT
POST DEVELOPED
Q1 0.48 CFS, 0.030 ACFT
C>10 2.82CFS.0.137ACFT
O1007.18CFS, U.34GACFT
POST DEVELOPED TOTHE NORTH (COMB|NED)
O1 0.80CFS, 0.620ACFT
Q10 0.00CFS, 1.563ACFT
Q1 00 31.40 CFS, 2.975 ACFT
CHANNEL PROTECTION RT 250 (ENERGY BALANCE
QDEVELOPED 2�0-
OK 0.67 CFS:5 0.80^ 0.84 CFS°0.047AC\FTV0.033AC\FT = 0.88 CFS
CHANNEL
ODEVaOpED !�O.8U°(QPxE-DEVELOPED^RVPnE-DEVELOPso)/mpso
UK O78CFS 58.80°(1.40CF8°U.078AC\FT)/0.04OAC\FT=2.18CFS
CHANNEL PROTECTION
Q"cvsLopeo:50.80°(CP*E-osysLoPso°RVPns-Dsys/opso)/RVosysLopso
OK` 0.80 CFS 5O.8O°(1.82CFS°0.1iOAC\FT)/O.82AC\FT=0,2SCFS
^A3" ORIFICE IS BEING PROVIDED ATTHE BOTTOM OF THE DRY POND. THIS IS THE k8|N|MUK4
PRACTICAL SIZE T0AVOID CLOGGING. WHILE ENERGY BALANCE |SNOT BEING MET. A
SIGNIFICANT REDUCTION TOTHE 1YRFLOW OFFSITE |SSTILL OCCURRING.
FLOOD PROTECTION:
POST -DEVELOPED Q1o5PRE-DEVELOPED Q10
OK 2.O7CFS (P0ST-DEVELDPED[lJ:�3.Q6CFS (PRE'DEVELOPEOC1")
FLOOD PROTECTION WEST:
POST -DEVELOPED 01oyPRE-DEVELOPED Q1n
DK 2.85CFS (PO9T-DEVELOPEDOjo)!:-�O.57CFS (PRE-OEVELOPEOQ1o)
FLOOD PROTECTION NORTH:
POST -DEVELOPED Q1o:5PRE-DEVELOPED C10
[)K Q.00CFS (POST'DEVELOPEDD1n):5A.00CFS (PRE'OEVELOPED{1u)
����U/�|T���|/`UU[�|�l0�
^,' `' �-'~ QUALITY . ^�r�`-^�`^�,�/ .�^.~^�
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET
PRE -DEVELOPMENT LAND COVER:
G.02ACTURF (BSOILS)
0.29AC|K1PERV0US
P0ST-DEVEL0PNIENTLAND COVER:
3.22ACTURF (BSOILS)
3.08ACIMPERVIOUS
RE 5.34 LB/YR
REMOVALACHIEVED: 5.34 LB/YR (CREDITS TO BE PURCHASED)
TOP 0FDAM =363.00 /--SPILLWAY
/ ELEV.5G1.58
N0T'ES: �--EMBED S^|NCONCRETE
i.TRASH RACK TOBEINSTALLED 0N3"ORIFICE ASSHOWN DN
DETAIL DNTHIS SHEET 0RAPPROVED EQUAL.
2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR
INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TDBEPROVIDED
BYGEOTECHNICAL ENGINEER.
SVVK41 EXTENDED DETENTION FACILITY DETAIL
No Scale
IMPERVIOUS CORE
AND CUTOFF TRENCH
1-YRELEV=359.87
10-YRELEV=360.02
100-YRELEV=381.00
R|P'RAP0UTLET
PROTECTION
|
�
S
11121116
AREA TO THE �EST
DRAWN BY
1. WILSON
A|
V
|
|
POST DEVELOPED
CHECKED BY
C. KOTARSKI
�||
SCALE
AS NOTED
�.
|W'P�E� --- U14 '
PE".�"US=O.GO |
'
Lu
Lu
�/16" HOLES
AS SHOWN
�1/2x/1/2"x1/4"
STEEL ^NGLc(rYP.)
STOCK WELDED TO
u^se AS SHOWN
GENERAL NOTES FOR TRASH RACK
I . STEEL TO oowronw TO xsrw A-zs.
2, AnL sunrAccc OF mxsH RACK(S) wosr BE xor DIPPED uAumw/zso Arrcn rAen/cAnow.
z. _��Rxs* RACK(S) TO BE rAsrswEo TO *wu' WITH 1/2^ wASown, AwonoxS. TRASH
n,AoK(a) TO as ncwuvxaLE.
4. nnAs* RACK(S) TO BE oswrcnEo xoR/zowrAu', OVER THE opcw/wu.
5. r/Aomcxron MAY woo/rr uowpowswTs OF na^sn nxox rnxwc TO |wpRovs
oowsTRucx^e/ur, or mxsH RACK. woo/p/cAnows wusr BE ApPnowco B,
wCCopspmu* TO FABRICATION.
�7�T�T/��� T����A �&/-L� y���dT|
ORIFICE TRASH . /^r`��n DETAIL
FROM MONTGOMERY COUNTY, K4O
WATER RESOURCES SPECIFICATIONS
00'YRELEV 361.99
10 -YR ELEV. 360.92
RIM ff-EV. 360.72
77 1 -YR ELEV. 359.87
36"HDPE RISER
N8ANTI-VORTEX DEVICE
INV IN 357.00 (3" HDPE
INV OUT 3G7.OU(24"HDPE)
3^ORIFICE VNTRASHRACN357.00-
POND BOTTOM 357.00
8'D|A.X1.5'
CDNC.BASE
WATERQUANTITY ""'`'`-'`��~^^"~... . `�r,^-^^`,�....~�.~~^.
PRE DEVELOPED TO RT 250
O1 0.84CFS, 0.O47ACFT
C)10 3.96CFG.0.190ACFT
{l1O09.48CFS, 0.458ACFT
PRE DEVELOPED TOTOTHE WEST
O1 1.4OCFS, U.078ACFT
O10 6.57CF3.0.316ACFT
010O15.G8CFS, U75QACFT
PRE DEVELOPED TOTOTHE NORTH
(J1 1.82CFS, U110ACFT
O10 9.00CFG.0.478ACFT
O100 24�64CFS, 1.186ACFT
CHANNEL PROTECTION:
POST DEVELOPED
O1 O.87CFS, U.O33ACFT
C)iU 2D7CFS.0.099ACFT
01U0 4.2OCFS, 0.208ACFT
POST DEVELOPED TO THE WEST
Q1 078CFS, 0.04UACFT
OiO 2.&5CFS, 0141ACFT
0100 G.57CFS, O.32OACFT
POST DEVELOPED TO THE NORTH (ROUTED
O1 03QCFS, 0.817ACFT
Q1 841CFS, 1.420ACFT
Oi0024,07CFS, 2.62AACFT
POST DEVELOPED
Q1 0.48 CFS, 0.030 ACFT
C>10 2.82CFS.0.137ACFT
O1007.18CFS, U.34GACFT
POST DEVELOPED TOTHE NORTH (COMB|NED)
O1 0.80CFS, 0.620ACFT
Q10 0.00CFS, 1.563ACFT
Q1 00 31.40 CFS, 2.975 ACFT
CHANNEL PROTECTION RT 250 (ENERGY BALANCE
QDEVELOPED 2�0-
OK 0.67 CFS:5 0.80^ 0.84 CFS°0.047AC\FTV0.033AC\FT = 0.88 CFS
CHANNEL
ODEVaOpED !�O.8U°(QPxE-DEVELOPED^RVPnE-DEVELOPso)/mpso
UK O78CFS 58.80°(1.40CF8°U.078AC\FT)/0.04OAC\FT=2.18CFS
CHANNEL PROTECTION
Q"cvsLopeo:50.80°(CP*E-osysLoPso°RVPns-Dsys/opso)/RVosysLopso
OK` 0.80 CFS 5O.8O°(1.82CFS°0.1iOAC\FT)/O.82AC\FT=0,2SCFS
^A3" ORIFICE IS BEING PROVIDED ATTHE BOTTOM OF THE DRY POND. THIS IS THE k8|N|MUK4
PRACTICAL SIZE T0AVOID CLOGGING. WHILE ENERGY BALANCE |SNOT BEING MET. A
SIGNIFICANT REDUCTION TOTHE 1YRFLOW OFFSITE |SSTILL OCCURRING.
FLOOD PROTECTION:
POST -DEVELOPED Q1o5PRE-DEVELOPED Q10
OK 2.O7CFS (P0ST-DEVELDPED[lJ:�3.Q6CFS (PRE'DEVELOPEOC1")
FLOOD PROTECTION WEST:
POST -DEVELOPED 01oyPRE-DEVELOPED Q1n
DK 2.85CFS (PO9T-DEVELOPEDOjo)!:-�O.57CFS (PRE-OEVELOPEOQ1o)
FLOOD PROTECTION NORTH:
POST -DEVELOPED Q1o:5PRE-DEVELOPED C10
[)K Q.00CFS (POST'DEVELOPEDD1n):5A.00CFS (PRE'OEVELOPED{1u)
����U/�|T���|/`UU[�|�l0�
^,' `' �-'~ QUALITY . ^�r�`-^�`^�,�/ .�^.~^�
SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET
PRE -DEVELOPMENT LAND COVER:
G.02ACTURF (BSOILS)
0.29AC|K1PERV0US
P0ST-DEVEL0PNIENTLAND COVER:
3.22ACTURF (BSOILS)
3.08ACIMPERVIOUS
RE 5.34 LB/YR
REMOVALACHIEVED: 5.34 LB/YR (CREDITS TO BE PURCHASED)
TOP 0FDAM =363.00 /--SPILLWAY
/ ELEV.5G1.58
N0T'ES: �--EMBED S^|NCONCRETE
i.TRASH RACK TOBEINSTALLED 0N3"ORIFICE ASSHOWN DN
DETAIL DNTHIS SHEET 0RAPPROVED EQUAL.
2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR
INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TDBEPROVIDED
BYGEOTECHNICAL ENGINEER.
SVVK41 EXTENDED DETENTION FACILITY DETAIL
No Scale
IMPERVIOUS CORE
AND CUTOFF TRENCH
1-YRELEV=359.87
10-YRELEV=360.02
100-YRELEV=381.00
R|P'RAP0UTLET
PROTECTION
re
DATE
CD 0
11121116
DRAWN BY
1. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
Lu
Lu
U.
u Lu
CU
CL
Lu
ui
uj
u Lu
re
DATE
>_
11121116
DRAWN BY
1. WILSON
DESIGNED BY
J. WILSON
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
gm
232-.15" Basin - Circul
STAB 1
T(Of
INV OUT 3916.
15+00 16+00
22-STR200 PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: V=5
9+50 10+00 11+00 12+00 13+00 14+00 14+50
STR232 - STR206
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
395
375
370
58-22- OF
15" )HDPE
@ 1"50%
360
355
Ell
PROPOSED
GRADE!
EXISTING
GRAD14 -
17+00 1'8+00 19+00 20+00 20+50 9+50 10+00 11+00
STR,224 - STR202
HIORIZ SCALE: 1 "=50'
VERT SCALE: V=5
16.�ZOF
390
50%
2331
37.0' OF
385
15"lHDPE
1 b-0
EXISTING
GRADE
380
375
370
0') 0')
00 CO
9+50 10+00 11+00
STR236 - STR206_
HORIZ SCALE: 1"=50'
VERT SCALE: V=5
400
395
39
mm
375
370
11+50
9+50 10+00 11+00 12+00
STR240 - STR208
HORIZ SCALE: V=50'
VERT SCALE: V=5
12+50
on
375
370
365
360
355
11+50
0 50
PROFILE SCALE
C
llj
C R,., COYFA S IK I
Lic. No. 0 -'l, -02048j507
"S
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11121116
C) 0
a', u
DRAWN BY
J. WILSON
DESIGNED BY
J. WILSON
Am
CHECKED BY
C. KOTARSKI
0
SCALE
AS NOTED
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u
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0
>-
11121116
DRAWN BY
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DESIGNED BY
J. WILSON
Am
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
•
am O
O
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>
0)
< 0
0
0
O.
s.
0 Lu
cl�
cu
ro
< U-)
cu
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(D
C6 00
0
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JOB NO. 0 c�
35148.024
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SHEET NO. 0
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z
0
0 =
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0
0
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CONNECTION
TO BUILDING.
ELEV3Q8.Q3
CLEANOUT
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
BUILDING DUNG EX1
HOR|ZSCALE: 1"=5O'
VERT SCALE: 1"=S
9+50 10+00 11+00 12+00 13+00 14+00 15+08 15+50
&�vv ��K�� ��U����U A���� PROFILE
� ��U�- �UK����U���_ �-K����K��_
HOR|ZSCALE: 1"=50'
VERT SCALE: 1"=5
5
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PROFILE SCALE
Ati
��No. 0402048507
ry
DATE
CD 0
11121116
DRAWN BY
J. WILSON
0
DESIGNED BY
J. WILSON
-0
CHECKED BY
C. KOTARSKI
0
SCALE
AS NOTED
uj
Zj Ln
Lu
c Ln Lu
0 Lu
LLI
vi
ZD
ZD
Lu
u Lu
ry
DATE
11121116
DRAWN BY
J. WILSON
0
DESIGNED BY
J. WILSON
-0
CHECKED BY
C. KOTARSKI
0
SCALE
AS NOTED
ONE MEN ESE ME MEMO MEMO ME ME ME ME ME No MEN MOEN MEE M MEN M ME MEN MENEM MEN ME EZ:mmmmmmmmmmmmmmmmmfmmmmEMEMEMOMEMEEEMEMEMEMEMENUMENEWEREommommmmmmmommmummmmomEMENNOMMEMEMEMOMENEEMEmENEEMEMENEEEEEEENMMMMMMMMMMMmi
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11/21/16
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DATE
8122116
DRAWN BY
B, DA VIS
DESIGNED BY
B. DAVIS
CHECKED BY
F. HANCOCK
SCALE
AS NOTED
uj
< i
&
LU
0
000I
u
0
PG,
SCALE 1 "=30'
0
z
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C4
DATE
8122116
DRAWN BY
B, DA VIS
DESIGNED BY
B. DAVIS
CHECKED BY
F. HANCOCK
SCALE
AS NOTED
I
0
JOB NO.
5148.024
SHEET NO.
LO. 0
uj
< i
&
LU
0
000I
u
I
0
JOB NO.
5148.024
SHEET NO.
LO. 0
ENTRANCE
CORRIDOR
YARD ,
228 LF'
-JUN CON (44)
....
_BUX CRE (15:)
■
— (70) PEN CAS
■
—.(5)-ILE REQ .."
of
..(20) ILE HOO
■
_ ti o) ii P: Hnn
. .
'...:..:......�......
nM _
PLANT KEY
■
BOTANICAL NAME
■
AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE'
■
—1
000
—I
r■r
JUN VIR
m
■ m
v�v
n■�
QOU NUT
QUERCUS NUTTALLII
QUEPHE
z■z
ULM PAR
r■r
Ll 07� L o
■�
SHRUBS
■
BUX GRE
■
ILE HOO
■
ILE JIM
■
ILE RED
■
ITE LIT
■
PEN CAS
PENNISETUM ALOPECUROI DES 'CASSIAN'S CHOICE'
GROUND COVERS
BOTANICAL NAME
■ l .
HEUCHERA X 'AMETHYST MIST'
■
JUNIPERUS COINFERTA'BLUE PACIFIC'
JUN HOB
JUNIPERUS HORIZONTALIS 'BLUE CHIP'
LIR VAR
LIRIOPE MUSCARI 'VARIEGATA'
SAL XAL
SALVIA XALAPENSIS 'MAYNIGHT'
PLANT KEY
TREES
BOTANICAL NAME
AME GRA
AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE'
BET NIG
BETULA NIGRA'DURAHEAT'
COR FLO
CORNUS FLORIDA 'CHEROKEE PRINCESS'
JUN VIR
JUNIPERUS VIRGINIANA
MAG VIR
MAGNOLIA VIRGINIANA'AUSTRALIS'
QOU NUT
QUERCUS NUTTALLII
QUEPHE
QUERCUS PHELLOS
ULM PAR
ULMUS PARVIFOLIA'ALLEE'
SHRUBS
BOTANICAL NAME
BUX GRE
BUXUS X'GREEN VELVET'
ILE HOO
ILEX CRENATA 'HOOGENDOORN'
ILE JIM
ILEX VERTICILLATA'JIM DANDY
ILE RED
ILEX VERTICILLATA'RED SPRITE'
ITE LIT
ITEA VIRGINICA'LITTLE HENRY' TM
PEN CAS
PENNISETUM ALOPECUROI DES 'CASSIAN'S CHOICE'
GROUND COVERS
BOTANICAL NAME
HEU AME
HEUCHERA X 'AMETHYST MIST'
JUN CON
JUNIPERUS COINFERTA'BLUE PACIFIC'
JUN HOB
JUNIPERUS HORIZONTALIS 'BLUE CHIP'
LIR VAR
LIRIOPE MUSCARI 'VARIEGATA'
SAL XAL
SALVIA XALAPENSIS 'MAYNIGHT'
NAD 83
SCALE V=20'
0 20' 40'
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DATE
8/22/16
DRAWN BY
B. DA VIS
DESIGNED BY
B. DAVIS
CHECKED BY
F. HANCOCK
SCALE
AS NOTED
0
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GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
CONSTRUCT[ON/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATIOP\1 OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDIN4G TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH ,SIGHT DISTANCES.
+ CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS ]THE GUARANTEE.
INSPECTIONS/GUARAN4TEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETIENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION! BY THE LANDSCAPE ARCHITECT.
+ ALL EXTERIOR PLIANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER'. DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATHI AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR
+ PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY'WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
ALBEMARLE COUNTY NOTES:
1. ALL SITE PLANTIINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO
REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF
TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
PLAN.
3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUB
12 GAUGE GALVAN
ALLOW FOR SLIGHT Iv
3 2x2 HARDWOO
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FR+
AND OUTSIDE OF I
SET ROOTBALL FLUSH TO I
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER TI
THE ROOTBALL'
ROOTFLARE SHALL I
ABOVE FINISH
PRUNE
1:1 SLOPE ON
PLAN'
SCARIFY SIDES BEFORE
PLACE ROC
UNEXCAVATED OR TAP
I 3 X ROOTBALL I�
DIAMETER
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW:
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE, KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP %3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
EDGE OF BUILDING,
WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP % OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
:W
C112AROOT BALL
G
UGEE GALVANIZED WIRE
�-- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
V COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME/ COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
REMARKS
AME GRA
20
AMELANCHIER X GRAN DIFLORA 'AUTUMN BRILLIANCE'/ AUTUMN BRILLIANCE SERVICEBERRY
8'-10' HT.
B&B
MULTI -STEM
BET NIG
17
BETULA NIGRA 'DURAHEAT' / RIVER BIRCH
8'-10' HT.
B&B
3-5 STEM ONLY
COR FLO
3
CORNUS FLORIDA'CHEROKEE PRINCESS'/ CHEROKEE PRINCESS DOGWOOD
8'-10' HT.
B&B
PERIMETER D
JUN VIR
21
JUNIPERUS VIRGINIANA / EASTERN RED CEDAR
7'-8' HT.
B&B
FULL TO THE GROUND
MAG VIR
15
MAGNOLIA VIRGIN IANA 'AUSTRALIS' / SWEET BAY
7'-8' HT.
B&B
QOU NUT
22
QUERCUS NUTTALLII / NUTTALL OAK
2.5" CAL
B&B
QUE PHE
7
QUERCUS PHELLOS / WILLOW OAK
2.5" CAL
B&B
ULM PAR
12
ULMUS PARVIFOLIA 'ALLEE' / ALLEE LACEBARK ELM
2.5" CAL.
B&B
SHRUBS
QTY
BOTANICAL NAME / COMMON NAME
MIN. INSTALLED SIZE
ROOT
REMARKS
BUX GRE
97
BUXUS X'GREEN VELVET'/ BOXWOOD
24" HT/SPRD
CONTAINER
36" O.C.
ILE HOO
213
ILEX CRENATA'HOOGENDOORN' / HOOGENDOORN JAPANESE HOLLY
24" HT/SPRD
CONTAINER
30" O.C.
ILE JIM
12
ILEX VERTICILLATA'JIM DANDY'/ JIM DANDY WINTERBERRY
24" HT/SPRD
CONTAINER
48" O.C.
ILE RED
67
ILEX VERTICILLATA'RED SPRITE'/ RED SPRITE WINTERBERRY
24" HT/SPRD
CONTAINER
48" O.C.
ITE LIT
154
[TEA VIRGINICA'LITTLE HENRY' TM /VIRGINIA SWEETSPIRE
24" HT/SPRD
CONTAINER
30" O.C.
PEN CAS
385
PENNISETUM ALOPECUROI DES 'CASSIAN'S CHOICE'/ CASSIAN FOUNTAIN GRASS
24" HT/SPRD
CONTAINER
18" OC.
GROUND COVERS
QTY
BOTANICAL NAME / COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
SPACING
HEU AME
144
HEUCHERA X 'AMETHYST MIST'/ CORAL BELLS
1 GAL
CONTAINER
18" O.C.
JUN CON
421
JUNIPERUS CONFERTA 'BLUE PACIFIC'/ BLUE PACIFIC JUNIPER
1 GAL
CONTAINER
18" O.C.
JUN HOB
644
JUNIPERUS HORIZONTALIS 'BLUE CHIP'/ BLUE CHIP JUNIPER
1 GAL
CONTAINER
12" OC
LIR VAR
35
LIRIOPE MUSCARI 'VARIEGATA' / VARIEGATED LILY TURF
1 GAL
CONTAINER
24" O.C.
SAL XAL
160
SALVIA XALAPENSIS 'MAYNIGHT' / SALVIA MAYNIGHT
1 GAL
CONTAINER
18" O.C.
PERIMETER PARKING LOT LANDSCAPE REQUIREMENTS
YARD
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
PERIMETER A
481 LF
1 LG TREE/40'
4817 40'= 12 1 = 12
12 LG TREES
12 LG TREES
PERIMETER B
69 LF
1 LG TREE/40'
697 40'= 1.7 1 = 2
2 LG TREES
2 LG TREES
PERIMETER C
111 LF
1 LG TREE/40'
1117 40'= 2.7 * 1 = 3
3 LG TREES
3 LG TREES
PERIMETER D
138 LF
1 LG TREE/40'
1387 40'= 3.4 * 1 = 4
4 LG TREES
5 LG TREES
INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS
REQUIREMENT
NO. OF PARKING SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 TREE /10 PARKING SPACES
181 SPACES
181/10 = 18.1
18 TREES
19 TREES
INTERIOR ROAD LANDSCAPING REQUIREMENTS
'PARD
LENGTH
REQUIREMENT
CALCULATIONS
REQUIRED
PROVIDED
INTERIOR
ROAD A
376 LF (2 SIDES)
1 LG TREE/40'
376*2/40 = 19
19 LG TREES
19 LG TREES
ENTRANCE CORRIDOR FRONTAGE LANDSCAPE REQUIREMENTS
YARD
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
1 LG TREE/35' &
ENTRANCE
INTERSPERSED
7 LG TREES + INTERSPERSTED
7 LG TREES
CORRIDOR A
228 LF
FLOWERING ORNAMENTAL
2287 40'= 6.5 * 1 = 6.5
FLOWERING ORNAMENTAL
8 FLOWERING ORNAMENTAL TREES
TREES
TREES
INSTALL SHRUBS SO THAT TH-
TOP OF THE ROOTBALL IS A
THE SAME GRADE A
ORIGINALLY GROWN OR 1
ABOVE IN POOR DRAININ
SOILS. DO NOT COVER THE TC
OF THE ROOTBALL WITH SO
REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP Y3 OF BAL
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW-RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE -
OF PIT
SHRUB PLANTING
NOT TO SCALE
NOTE: STAKE EVERGREENS U OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
- 'Il
_( 3 X ROOTBALL ( _
��`�I DIAMETER f
EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'4"' MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP Y3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
�lloi WI -111I ::O
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
D
WKW. H j
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. 14
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