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Home My WebLink AboutSDP202200004 Plan - Submittal (First) 2022-04-14FINAL SITE PLAN SUBMITTAL CONTACT INFORMATION PROPERTY OWNER: COUNTY OF ALBEMARLE CONTACT: LANCE STEWART TELEPHONE NO: 434-296-5816 x3409 EMAIL ADDRESS: LSTEWART@ALBEMARLE.ORG DEVELOPER: RIVANNA SOLID WASTE AUTHORITY CONTACT: PHILLIP MCKALIPS ADDRESS: 695 MOORES CREEK LANE CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-977-2970 EMAIL ADDRESS: PMCKALIPS@RIVANNA.ORG ENGINEER: DRAPER ADEN ASSOCIATES CONTACT: E. CAMPBELL BOLTON, P.E. ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CBOLTON@DAA.COM SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES CONTACT: CHERYL STOCKTON, L.S. ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL ADDRESS: CSTOCKTON@DAA.COM PROPERTY INFORMATION PARCEL ID: TOTAL ACRES: ADDRESS: OWNER: ZONING: OVERLAY DISTRICTS: MAGISTERIAL DISTRICT: WATER/SEWER: FRONT SETBACK: SIDE SETBACK: CURRENT USE: PROPOSED USE: SITE INFORMATION TOTAL DISTURBED AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA DEDICATED FOREST/OPEN SPACE AREA: REQUIRED PARKING: TOTAL SPACES REQUIRED: PARKING PROVIDED: 12100-00-00-082A2 7.0 ACRES N/A ALBEMARLE COUNTY RURALAREAS ENTRANCE CORRIDOR SAMUEL MILLER PUBLIC (ALBEMARLE COUNTY SERVICE AUTHORITY) 75 FEET 25 FEET VACANT CONVENIENCE CENTER 1.76 ACRES 0.01 ACRES 0.93 ACRES 4.58 ACRES 1 SPACE PER CONTAINER & 1 EMPLOYEE SPACE 13 SPACES / 20 SPACES (FOR ADDITIONAL CONTAINER SPACES) 20 SPACES SWM FOREST AND OPEN SPACE EASEMENT THE SWIM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). FIREFIGHTING WATER SOURCE THE FOLLOWING ARE WATER SOURCES SUITABLE FOR DRAFTING FOR FIREFIGHTING OPERATIONS. 1. ACSA HYDRANTS IN THE TOWN OF SCOTTSVILLE. (MOST RELIABLE AND YEAR-ROUND) 2. DYER'S MILL LANE WHERE IT CROSSES TOTIER CREEK. 3. THOMAS CREEK ON PLAIN DEALING FARM OFF OF COLES ROLLING ROAD, WHERE THE CREEK DISCHARGES INTO A POND ON THE FARM PROPERTY. County Signature Block APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING F.NGTNFF.R INSPFC.'TIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION E��A SOUTHERN ALBEMARLE CONVENIENCE CENTER G A R OO C NOA ALBEMARLE COUNTY, VIRGINIA VICINITY MAP ALBEMARLE COUNTY, VIRGINIA 1 " = 500' PROJECT DESCRIPTION THIS PROJECT PROPOSES TO CONSTRUCT A CONVENIENCE CENTER IN SOUTHERN ALBEMARLE NEAR KEENE. SITE WORK WILL INCLUDE CLEARING OF TREES, GRADING, A COMMERCIAL ENTRANCE, AN ASPHALT PARKING LOT, CONCRETE PADS FOR RECYCLING CONTAINERS AND COMPACTORS, AND A BIORETENTION BASIN. THE ONLY UTILITY ON -SITE WILL BE ELECTRIC FOR THE COMPACTORS AND ATTENDANT SHELTER. NOTE: CONTRACTOR TO CONTACT VA811.COM, DIAL "811" OR 1-800-552-7001, AT LEAST 3 WORKING DAYS IN ADVANCE OF PLANNED WORK. ORIGINAL DATE OF PLANS APRIL 111 2022 DAA PROJECT NO.: 2100656-03 These documents, including drawings and specifications, were prepared by Draper Aden Associates, Consulting Engineers, pursuant to a contract by and between Draper Aden Associates and Rivanna Solid Waste Authority with respect to the project described in said contract. Any reuse or modification of said documents (whether hard copy or electronic) without written verification or adaptation by Draper Aden Associates for the specific purpose intended will be at the sole risk of the individual or entity utilizing said documents, drawings and specifications and such use is without the authorization of Draper Aden Associates. Draper Aden Associates, Consulting Engineers, shall have no legal liability resulting from any and all claims, damages, losses, and expenses, including attorney's fees arising out of the unauthorized use of these documents, drawings, specifications, reports, and studies prepared as a result of the aforesaid contract. Sheet List Number Title CO.0 COVER SHEET CO.1 GENERAL NOTES C1.0 TOPOGRAPHIC SURVEY C3.0 SITE PLAN !CONTAINER C3.1 SITE PLAN - LAYOUT C3.2 ENTRANCE SIGHT DISTANCE C4.0 GRADING AND FINAL STABILIZATION PLAN C5.0 STORMWATER MANAGEMENT PLAN AND EASEMENTS C6.1 SITE DETAILS C6.3 MAINTENANCE OF TRAFFIC PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS NOTE: SHEETS CO.2, C2.0, C2.1, C6.0, AND C6.2 ARE NOT INCLUDED IN THE FINAL SITE PLAN SET. GENERAL LEGEND nnnnno�n Limits of Disturbance LOD 5' Contour 540 1' Contour 542 Concrete Curb Bollard Sign T Handicapped Striping Underground Conduit UGE Electrical Handhole Concrete Asphalt Building Conserved Open Space 0 0 0 0 0 Stone/Riprap O O THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: E. CAMPBELL BOLTON, P.E. PROJECT MANAGER CAROLYN A. HOWARD, P.E. NAME: PRINTED QUALITY REVIEWER ATURE 4/Il/ZZ DATE E. CAMPBELL BOLTON y Lie. No. 051495 4/11/22 A Z = t Z �FV Z m o : t •c d • iF c ti IYaZ> a >,ID ca a C w a E Y a V 04 � o N N • in � N ^� dNE 4✓ 1 N > Av 0 N C d x 10 � •� LL o � L N e9 a L LI I— w U L L1 U Z L L1 Z L LI Z O U z 0 L L] c) J W tY 75 G W L L1 M Q J W LL1 Q W LLI Z U7 W O OC LL ] O O 2 U () w REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: N/A DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 CO.O MINIMUM STANDARDS A VIRGINIA EROSION AND SEDIMENT CONTROL PLAN MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-1 3. 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 REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-1 7. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE 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. 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 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: A. 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 OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF SUBDIVISION 19 OF THIS SUBSECTION. GENERAL NOTESo�� E. CAMPBELLt1495 Ny ALBEMARLE COUNTY PLAN GENERAL NOTESLic. No. 0 1. DIMENSIONS AND RADII ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. a ,;o 4/11/22 w 2. THE OWNER SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL OR STATE AGENCIES 0.6 AT HIS EXPENSE. THE R SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND GENERAL CONSTRUCTION NOTES REQUIREMENTSHE PERMITS. �sSIONAL 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 3. THE CONTRACTOR SHALL NOTIFY RIVANNA SOLID WASTE AUTHORITY AND ALBEMARLE COUNTY AT LEAST ONE EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). WEEK PRIOR TO STARTING WORK ON THIS PROJECT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 4. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ^VJ V c > BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS ` h V ti INSPECTORS. OF VDOT UNLESS OTHERWISE NOTED. ") Zo z - = m 5. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED Lrn r t DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE ENGINEER OF ANY ERRORS, EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER • !'� m o OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 10 a CONSTRUCTION. K a z > > 6. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE ENGINEER. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER VJ 7. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. DO NOT USE SCALES, RULERS, DIVIDERS, SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. VI Q n 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY > > c 8. ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Q� .62 _ TIMES. DEAD PLANT MATERIALS SHALL BE REMOVED IN A REASONABLE TIME AND REPLACED DURING THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL W ° w NORMAL PLANTING SEASON. E x c DEVICES. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. �•�j bq REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF THE OWNER. �• 10. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE rial>, CONSTRUCTION INDUSTRY (29 CFR PART 1926). PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT c RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT G Lo INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND • N cm °' NOT BE LIMITED TO NORMAL WORKING HOURS. CONTROL PLANS d a M E Y > (� 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION W ti m EARTHWORK NOTES CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR( .z > LL TO THE FINAL INSPECTION."" b0 DRAPER ADEN ASSOCIATES DATED JUNE 4, 2021 FOR ADDITIONAL ANALYSIS AND RECOMMENDATIONS. Q 1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR KEENE CONVENIENCE CENTER PREPARED BY P o « o 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO c w 333 MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ANDLo 2. PRIOR TO CONSTRUCTION OPERATIONS, ALL TOPSOIL, ROOTS, UNSUITABLE FILL, OR OTHER DELETERIOUS VIRGINIA REGULATIONS 9VAC25-840 EROSION AND SEDIMENT CONTROL REGULATIONS. t °' NON -SOIL MATERIAL SHOULD BE STRIPPED WITHINALL PAVEMENT AREAS. V 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP INcl 3. SOIL FILL BELOW STRUCTURE AND PAVEMENT SHOULD BE PLACED IN A MAXIMUM OF AN 8-INCH-THINK LOOSE FIT, CLEARING. COMPACTED TO A MINIMUM OF 98% OF ITS RESPECTIVE MAXIMUM DRY UNIT WEIGHT AND WITHIN ±2% OF ITS OPTIMUM MOISTURE CONTENT. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. ON -SITE SOILS CLASSIFIED AS SM MAY BE SUITABLE TO USE AS FILL MATERIAL UNDER STRUCTURES AND PAVEMENTS AS LONG AS THE MOISTURE CONTENT IS WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A 5. ALL FILL MATERIAL SHALL MEET THE REQUIREMENTS INDICATED IN TABLE 9 OF THE GEOTECHINICAL SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN ENGINEERING REPORT. IF OFF -SITE FILL IS REQUIRED, THE CONTRACTOR SHALL IDENTIFY BORROW MATERIAL APPROVING AUTHORITY. AND SUBMIT REPRESENTATIVE SAMPLES FOR ENGINEERING TESTING AND REVIEW. TESTING SHOULD CONSIST 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES OF SOILS CLASSIFICATION (ASTM D-2487) AND A STANDARD PROCTOR DENSITY TEST (ASTM D-698) FOR EACH TYPE OF BORROW SOIL. 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 W DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. PAVEMENT AND DRAINAGE STANDARD NOTES 8. DURING DIEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. z 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF THE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF LLI VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT WHERE ALBEMARLE COUNTY PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE / 1 STANDARDS ARE APPLICABLE. EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ui EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS U 3. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. z DEVICES. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE LIJ 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE SECTION 5.1.28. FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF z DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. ALBEMARLE. ui 5. ALL CURBS SHALL BE VDOT STANDARD, EXCEPT AS NOTED. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE > 6. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF CONSTRUCTION, AS HOURS OF 7:OOAM TO 9:OOPM. DETERMINED BY THE INSPECTORS FOR THE OWNER. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL z 7. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS AND SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND O z DISPOSED OF PROPERLY AT AN APPROVED LOCATION. IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. U D 8. ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED IMPROVEMENTS IS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT O THE RESPONSIBILITY OF THE CONTRACTOR. STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY W U THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. J LU 9. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO J SUB -GRADE. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, Ir m 10. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL Q Q SHALL BE REPAIRED TO LIKE -NEW CONDITION. WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF C w GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED G 11. IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICANS WITH DISABILITY ACT ACCESSIBILITY `^ m GUIDELINES (ADAAG), ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY SHALL BE STRICTLY BY THE COUNTY EROSION CONTROL INSPECTOR. v J m Q COMPLIED WITH. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL LLI GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. J W FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT O Q LU UTILITY NOTES SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. L 7 z w Y 1. THE LOCATION OF EXISTING UTILITY LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR J Q SHOWN MAY ONLY BE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN Q W O UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING w IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS TO SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. z PERMIT REVISIONS IF NECESSARY. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "MISS UTILITY", 811. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL z O 2. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY L j O 2 UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK EROSION CONTROL INSPECTOR. W IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITIONS BY REVISIONS CONTRACTOR AT NO COST TO OWNER. GENERAL CONSTRUCTION NOTES FOR STORMWATER 3. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES SHALL BE INSTALLED MANAGEMENT PLANS AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 4. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS CONSTRUCTION INDUSTRY (29 CFR PART 1926). TO BE PRESENT DURING CONSTRUCTION OF DAMS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. VIRGINIA (OVERHEAD) VOLTAGE LINES SAFETY ACT. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: N/A DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C0.1 TMP 121-82A1 HANEY, JEFFREY ALLEN DB 1024-535 2011) nce S72 Rod Found � Hlgh�Of'��T�Y'-i�� S07°23'00"E 200.00' \ � t x �'00"E 465.5 \ 3.5' HI h Wire Fence _X ' ,' ,' /' /' / /' 1 \-dry / / / , / X I I 1 I \ \ \ \ II 1 , /ry Rod (Found) \ \\ \ \ \ \ \ G+ ol \ \ \ \ \ \ \ \ \ \\ \ ; 1 \ 1 1 \ \ \ / —/ / / / / loe // / //� \ \ \ \ \ \ \ 1 \ / / / / , / X\ Ile / �/ / ,/ // / / /' �. . / ,' / / loe COUNTY OF IALBB MARLS \ \ \ �' /' /' / /' / / / / / / / DB 1088-6004. \ \ / TMP 121-94 \ \ \ \ \ \ \ / / —� / / WEST, HAROLD R III & \ \ 0 \ \ \ \ \ `\ \ \\ \\ \ � /' /' /' '' / '' /'� .' /' / '" �' '" � � / \ / / / // / / / / / / // � / � / / / / ,' BARBARA L ` \ \ \ `\ `\ ` \ \ \ \ / .' / / .' /' /' •' / / / / / / / / / / / / / / / / ' DB 1433-463 Cn \ r \� \`\ `\ `\ \ ��_ _ -_/ //' // ice'" - / '/ /'' // ice ----------- \ / Electric Transformer TMP 121-90 MAWYER, SAMANTHA E `o DB 456-245 / / \ / \\_ -------- o LEGEND `r Well _---------'-- Property Line O Rod Found �f Electric Box \ - �560 ' /' / / P Y 9 ELM----------- ii �� \/ `�� I 1 I / I / / / / / / / / / O \ I \ / ' / L ❑ \ _ _-- 15 DOUBLE ELM J 11 E1M' \ \ ` I / / / / /tK 1000--- Contour Monument Found Guy Pole 14 ELM - ,' /°4j \ - 13 ELM 21 DOUBLEECtvI-- 19 ELU-- / ---__\ / \ I I I I 1 / / / / i // / / / ,/ / / / / �'�j s Gas Line 0 Telephone Pedestal ® Electric Marker 12 OAK — — — i/ ,', %aD \ \ 1 I I / / / / ' / / / / / / ohP Overhead Power Q Telephone Manhole QE Electrical Manhole — 17 ELM _—'' �------__ B-02 /��O \ \ 11 II 11 - _ -- --.t \ \ I / i i / ®/ / 55�55 Sanitary Sewer and Manhole ® Telephone Box �S Utility Pole NOTE: INDIVIDUAL TREES OVER / _ 14 ELM 6-INCH CALIPER SHOWN WITHIN f - \ --- 15 ELM --- -APPROXIMATE 75 FEET OF ROAD. I I Well l / i // � = Storm Line and Manhole � Fire Hydrant �E Electric Transformer 14 ELM----- / \ I t _----------------- \ 1 1 ohp 9 ELM ELM / \ \ o II II i / i / �1 i j /' /' / // / i i / � = Storm Line and Inlet ® Water Valve tX Ground Light 14 ELM - --, --�- ,0 1 1 B-04 / 9 0/2 ��— 15 ELM_ 23 ELM / \\ \ \ I 1 I I I i / i / / i i /' / / /' ,' // // ratty Underground Cable TV Water Meter -O- Light Pole ue o ,Rod (Foun _---- ____ 9 Underground Electric O Well m Fiber Optic Pedestal \ 1-_ELM----- / \ \ \ \ I I / , / , / , / / / ' , / / u9t Underground Telephone * Benchmark ❑F Fiber Optic Handhole ..c 9 ELM ohA - / ♦\ \ \ \ I I I � I I I � I l l l l � l /' / , / / / \ - \ 9 MAPLE .\ I i I / / ' // % to Underground Fiber Optic 0 Bollard � Gas Vent �4p• - - �_ \. \ O 1 OAK / / \ B-03 q. \ \ I I I I / � / / / / / tO\ �� — — 12 ELM \ I I 1 I / / / / u n k \ \ — — 5-- I I I I I / / / , Unknown Utility Sign (1-post) O Gas Valve Soo \ \ ♦ \ \ oh \ O\ I / / .�� O' \ 42 TRIPL ELM \ a �\ S'9 \ A G'r \ \ \ I I I I I I I / / / / / w w Waterline oa �\ /I,\s\ \� Ode -01 / / \ \ \ I I I I I I I I 1 1 / / l , / / / / Sign (2-post) 0 Gas Meter X I Asphalt + 1561.3 Spot Elevation O Sewer Clean Out OF\\ �\ \ \ 14 ELM / \ \'� \ oh 9 MAPLE 15 ELM \ I I I I I I I I I 1 I j I I 1 I / / / / Buildinga Deciduous Tree ® Wood Post ,7 p / I � 2p \\\ TMP 121-91 F/6' \\\ I I I I I MURRAY, JAMES B JR & 3o Srgs�O \ \\ \ \ \ i I x x DAAD W KUDRAVETZ TRS p F NT \ \ \ I I / / Fence (as noted) s Evergreen Tree ® Metal Post DB 3929-648 PSc�O(/90 \ \ \ \ 9 ELM \ I I I i I i I ' i 1 / / i / / i i i Stream Shrub Gravel rpf/ .qO \ \ \ I I 1 O I N I I 1 I / / / v / / / u> Ro \ \�\ / i I I l j Treeline ° Concrete � Guy Wire %p NOTES: TMP 121-93 F` \�\ / / i I I i 1 / 1.) Source of Meridian: NAD83(CORS2011), based on GPS observation performed by Draper Aden Associates. KEENE LAND TRUST DB so71-1oa g2\\ \ / p i i I I / / 2.) Vertical datum: NAVD88, based on GPS observation performed by Draper Aden Associates. `\\ 3.) This survey was prepared without the benefit of a title commitment or title report and all easements and encumbrances that might be disclosed in o P / I I I I I I 1 1 \I 1 I / \ a title search may not be shown. 4.) Utilities shown are based upon: Telephone \\ ohp % 201.73' i _ ;_ i I _ _ ' SUE Quality Level D, ASCE 38-02 - compiled records only \ Pedestal 29.27 /_ N06°22'00"W 231.00' (TOTAL) Pipe (Found) SUE Quality Level C, ASCE 38-02 - visible evidence in conjunction with compiled records. \ ` \/Pipe i / i X Visible above -ground structures and Miss Utility, Ticket # A331000535. No utilities were marked on the ground although there is clear evidence of Found \ I underground utilities. ) bhp SUE Quality Level A, ASCE 38-02 test pits at locations shown hereon performed by (DAA; Other) in conjunction with field designation of I I underground utilities performed by (DAA; Miss Utility, Ticket # Other), visible evidence and compiled records. No SUE was performed or requested for this survey. Utilities shown hereon are based on field observation only. \ \ TMP OLDR4 5.) This topographic survey was completed under the direct and responsible charge of Cheryl A. Stockton from an actual Ground survey made under my \ WEST, HAROLD R III & \. BARBARA L supervision; that the imagery and/or original data was obtained on December 3, 2013 and that this plat and/or map meets minimum accuracy standards \ \ DB 1433-463 unless otherwise noted. \ ` 6.) Contour interval: 1'. 1 \ \ 7.) This survey was prepared for Albemarle County, Virginia. Draper Aden Associates assumes no liability for reuse or modification of this document. \ 7� GRAPHIC SCALE 8.) Property lines shown hereon are compiled from record information in conjunction with field evidence. \ BENCHMARK: \ 0 5 ao co reference condiciates tions benchmarks Donotuses spot elevations, flooron of the ) elevations,s shown on elevationsonese manholes,elevlationsronxlsurveysting elevations are hubs, for ROD & CAP SET \.existing y P Y \ ELEV.=563.64' (IN FEET) \ `\ control points (horizontal points provided) or any other points for construction other than the provided benchmarks. Failure to utilize and verify the � \ 1 inch= son. provided benchmarks could result in damages and additional cost that are the contractors responsibility. 10.) A site visit was completed on 12/16/21 and topography of the site was visually verified to match the conditions on this plan sheet. CHERYL A. STOCKTON ' Lie. No. 2425 4111122 UJ N 0 0 Er W z U LU U W w z 0 LU J Q w m I D 0 REVISIONS DESIGNED BY: DAA DRAWN BY: CAS CHECKED BY: ARS SCALE: 1"=30' DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C1.0 Z 0 J W m J W Z W UJ Y Z O C0 W LEGEND TH op Dt \ / \ � x PERIMETER CHAIN LINK FENCE \ / \ \ E. CAMPBELL BOLTON n e o CONCRETE EQUIPMENT PAD Lie. No. 051495 4111/22 Aw °v \ ASPHALT PAVEMENT \ � SIQNAL 8l1 \ / �\ o y o HARDWOOD MULCH Q a > / o 0 J= \ / TREE BUFFER Q, h V ti `� m z=> m a c> > o EXISTING WOODS TO REMAIN 2) °Qo / • p! 1 � m t o 'w W IL Z > \ " GRAVEURIPRAP TMP 121-90 / °eA MAWYER, SAMANTHA E a \ NOTES: Q n DB 456-245 1. QUEUING LANE FOR MUNICIPAL SOLID WASTE (MSW) COMPACTOR. > > c \ PRESENT USE: SINGLE FAMILY / o " " RECYCLING CUSTOMERS CAN USE THE BYPASS LANE IF THEY ? n °' w ZONING: RURAL AREAS " \ WANT TO EXIT WITHOUT STOPPING AT THE COMPACTOR. w o w 0 \ oh 2. WAYFINDING SIGN TO INDICATE THE DESIRED FLOW OF TRAFFIC. • t v EL E A / a 2.1. SIGN A - "RECYCLING - RIGHT LANE; TRASH - LEFT LANE" \ / 0 2.2. SIGN A - "TRASH - LEFT LANE; EXIT - RIGHT LANE; 3. THERE WILL BE NO WATER OR SEWER USAGE ON -SITE AND THERE '✓ > �S IS NO PROPOSED SITE LIGHTING. \ °h �S a 4. 6' TALL GREEN CHAIN LINK FENCE WITH GREEN WIND SCREEN. o ROAD). SETBACK FROM ROUTE 20 EME TTSVILLE o GATE SHALL BE A LOCKING SWING GATE WITH RECEIVING POSTS o N \ SST ROAD). THERE ARE NO IMPROVEMENTS, AND CANE BOLT. • m 6 \ g OUTSIDE OF THE RIPRAP CHANNEL, WITHIN w o� 5. ALL 24" STOP BARS AND DIRECTIONAL ARROWS SHALL BE TYPE B, +' w N \ /r THE SETBACK AND THE PROPERTY DOES / NOT ABUT ROUTE 20, SO ENTRANCE CLASS II PREFORMED THERMOPLASTIC MATERIAL. OTHER //�� Q , O °hA \ o O CORRIDOR GUIDELINES DO NOT APPLY. °o PAVEMENT MARKINGS, UNLESS SPECIFIED DIFFERENTLY ON THE �J•/ w m v m PLAN, SHALL BE TYPE A. ALL MARKINGS SHALL COMPLY WITH ) - K m \ \ ° �� n VDOT SECTION 246. > y LL Q o \ PR o 6. A KNOX BOX SHALL BE USED FOR EMERGENCY ACCESS TO GATE < S o AND ATTENDANT BOOTH. CONTRACTOR TO COORDINATE w _O / \ V/ T LOCATION OF KNOX BOX WITH OWNER. LO LO o� \ \ \ \ o o \ N Rq CE o a 0 D o �O \ 001 001 O o�� 3 \ a°� D %g q �K \ 4" WHITE PAVEMENT MARKING �Y \ TMP 1 21 - 91 1 \ ° LINES AND STRIPING AS SHOWN LL MURRAY, JAMES B JR & DAVID W oo\ \ 00� PERIMETER FENCE; TO DIRECT TRAFFIC FLOW. THERMOPLASTIC DIRECTIONAL o W \ KUDRAVETZ TRS o \ REFER TONOTE 4 BYPASS LANE TRAFFIC OW(TYP) \ DB 3929-648 \ %> R150.0 PRESENT USE: VETERINARY HOSPITAL �x k R37.0 \ x o w ZONING: RURAL AREAS \ \ x o� o_ CONCRETE PAD FOR TO U 48 0 5'x10' MONUMENT 0^ NINE (9) ADDITIONAL _ \ SIGN; BY OWNER o \ I CONTAINERS OR STORAGE. uj R30.0 �' \ U s �°) 1 } 32.0' o \ x \ a STOP SIGN O x (MUTCD R1-1) �° w R10.0 ° .. ° w \ \ 36' SWING 24" STOP BARS GRAVEL `CC\ \ 7 \ \ 1 GATE;REFER ° \ )v TO NOTE 4 0 � Q o � DIAPHRAGM � L\L.I STOP SIGN o (.-18.0 Q ° a Q ° \ (MUTCD R1-1) a y' \ 5 AND 24" BAR N I x 10' SWING GATE # R30.0 (4) BOLLARDS o a. e FOR ACCESS TO ��# (�3 h j O z \ R50.0 \ 24" STOP BARS '(G� h INTERIOR PARKING 10.0 . Q ° BIORETENTION y \ r ELECTRICAL D° o a I BASIN � '' TMP 21-8 A2 (� O \ HANDHOLE e o LOT LANDSCAPE; ° CO NTY F ALB MARL REFER{TO L1.0 'c DB W i \ Lu 24" STOP BAR ONE WAY TRAFFIC ^' R10.01 a I PR SENT1088-6 ACAN J J 'SIGN (MUTCD R6-2) Q SAWCUT MINIMUM TWO -FEET 1 4" DOUBLE YELLOW u � y y 12.0 20.0' 30-V< ° �y�y 4 ; < Q INTO EXISTING PAVEMENT PAVEMENT MARKINGS . R15.0 y a o RES DENT L o Z NING: URAL AREAS CQC 2 10.0 n a y N y y. .I .. ■ a ° I P G UJ m ' uGE o. op. y ° � \ THERMOPLASTIO 30.0 uGE�� y y q y y WAYFINDING SIGN B; a. ° t 1 h LL I J WAYFINDING SIGN A; REFER TO NOTE 2 a o q C7 m MILL AND OVERLAY PER PAVEMENT MARKING a . m re J W • x REFER TO NOTE 2 y ° R10.0� a a BIORETENTION BASIN Z VDOT WP-2 DETAIL. ARROWS (TYP) c . y ONE WAY TRAFFIC CONCRETE CG-7 a LU R18.p N >� SIGN (MUTCD R6 2) CURB &GUTTER x LU O Q a CONTRACTION JOINTS°� Z Y w y R30.0 4 BOLLARDS QUEUING LANE; ° o o AS REQUIRED. TYPICAL 7 Q O I J w REFER TO NOTE 1 ``.0 - a � LAYOUT SHOWN. L fR l STRIPE FOR Q w Q D 1 y y o NO PARKING X N m� 1 n 5o y x 13.0 �" 33.0 x „v CONCRETE CG-6 ~ ~ O -i Z � L ID a 11.0 10.0 . 0 CURB & GUTTER 0 O ° 80 11 EVERGREEN TREE O U7 BUFFER; REFER TO L1.0 U) U) Lu O uP w o a CONCRETE GUTTER CONTINUES \ o a ° ENTIRE LENGTH. GUTTER REVISIONS ohp 9 x 38.5 - -- a CONCRETE CG-7 TAPER CURB OVER ° x CROSS -SLOPE TO MATCH Telephone I r0 o Q .... e - ° ° TAPER CURB OVER _ o - CURB & GUTTER a PARKING SPACE 4 PAVEMENT (NON-STANDARD) Pedestal Q ° � PARKING SPACE � � as o c Y Y Y Y 0 0� C) a °Lo °, ° a . e ° o CONCRETE CG-2 CURB 4" PVC CONDUIT oo r (1) ADA VAN PARKING e SPACE, WHEELSTOP, ° e ° c a ALONG EAST END OF PAD ohp Q 1x DETECTABLE WARNING 152.0' TMP 1 21 -93 I. SURFACE, AND SIGN SANTUCCIROBERT & VIRGINIA , 0" I a ° -x J DB 3205-413 � 0 o -x X x ° 33.0' PRESENT USE: RESIDENTIAL VACANT ZONING: RURAL AREAS �1 n < x� x� x-x o °- CONNECTION TO EXISTING POWER POLE; COORDINATE CONNECTION WITH UTILITY PROVIDER. SINGLE PHASE POWER TO THREE (3) COMPACTORS AND ATTENDANT SHED. ALL DETAILS ASSOCIATED WITH THIS WORK MAY NOT BE CALLED OUT ON THE PLANS, BUT ALL\ I I STREET BUFFER REQUIRED ELECTRICAL WORK SHALL BE INCLUDED IN THE BID PRICE. I LANDSCAPING; 75.0' FRONT SETBACK REFER TO L1.0 o yh. �3 I o 9 \ H-3 (IN FEET) 1 inch = 200. DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: 1"=20' DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C3.0 LEGEND�XTH op E. CAMPBELL BOLTON y \ \ STANDARD CONTAINER (22'X8') Lie. No. 051495 a ;6 4/11/22 w o \ STATIONARY COMPACTOR ��SS lSGti \ IpNAL 8 SELF CONTAINED COMPACTOR i \ ICA > ` � p 80 CUBIC YARD CONTAINER (42'X12') 2 � of c+ ATTENDANT STATION (8'X8') AND r� V Z o PORTABLE RESTROOM (NOTE: t _Lm :g 0 'E PORTABLE RESTROOM WILL NOT • !'� p� m t r / BE OPEN TO THE PUBLIC) ti W as Z > 0 \ \\ PRLSLN I USt: JIINULL r HIVIIL i / / ° c 1 °h I °5 Tel e p h o n e p 1\ � � TWO (2) 80 CY RECYCLING CONTAINERS v \ o ° °. 5°0 ° ° ° ° WITH METAL STAIRCASE AND CATWALK Pedestal o FOR ALUMINUM AND STEEL �O TMP 121-93 I -D ° x / SANTUCCI, ROBERT & VIRGINIA DB 3205-413 o x PRESENT USE: RESIDENTIAL VACANT 0 x-x ZONING: RURAL AREAS I `� OO LID O .� I fl- I LOD I I EIGHT (8) STANDARD RECYCLING CONTAINERS FOR IGLASS, PLASTICS, AND PAPER EVERYTHING CALLED OUT ON THIS PAGE WILL BE PROCURED BY THE OWNER; NOT IN CONTRACT ENRON MENEM I w � Q o ID >> ca ti rc DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: 1"=20' DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C3.1 *11 4+47 - ,- I I I I 11 ti ma y time y _ 4+00 \ \ o o I \ 3+00 SIGHT DISTANCE LEFT (SDL) . 2+00 1 \ k dyo 2? 2 2� h c�mCo_0 y C�NOU D 0 a aZa�i my wh"C' a� ac c� n � m � S o� � m o � a .� C o o -2i ' a / �--- -yi \ ti a m SIGHT DISTANCE J \ °mN RIGHT (SDR) do i < rn o ZtOp i / x o oa L/ 30' PRESCRIPTIVE R.O.W LINE (OFFSET FROM PROPERTY LINES)------��_``` / ---� /_-- ------ ago M O ani}dia�sa�d �tOp SL ,1+00-- E}b0a2-32ef5 1NOWS� - - dyo yo ° ° dy dyo dyo LOD / -- I i -%I / / r Nm 2z a .G.)yCot, m �u / \\\ 11 I I DJo pUD ;JIQ / N \, , F\ > / \ I �If�1�\\,� , • _�,�u II IIII , AfLr Wu 56 - _ 65 HEIGHT OF EYE = 3.5' - - - 56 - - - - - - - - - 60 HEIGHT OF OBJECT = 3.5' 55 55 s;rn grn 0+00 0+50 SDL - Scale: H: 1 "=20% V: 4.00:1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 VDOT REQUIREMENTS FOR 40 MPH: SDR = 445' REQ; SDL = 445' REQ GRAPHIC SCALE (IN FEET) 1 inch= 30% TRAFFIC DATA: • VDOT AADT FOR ESMONT ROAD: 1,400 TRIPS/DAY •• ASSUMING THE TRIPS ARE EQUALLY DIVIDED FOR EACH DIRECTION AND SUBSTANTIALLY TAKE PLACE OVER EIGHT HOURS, THIS WOULD EQUATE TO -90 TRIPS/HOUR IN EACH DIRECTION. • ANTICIPATED MAXIMUM DAILY TRIPS TO FACILITY: 125 TRIPS/DAY FOR WEEKDAYS AND 250 TRIPS/DAY ON SATURDAY (BASED ON TRAFFIC COUNTS AT SIMILAR COUNTY FACILITIES) • LEFT AND RIGHT TURN LANE WARRANTS WERE EVALUATED UNDER THE ASSUMPTION THAT ALL TRIPS TO THE FACILITY WOULD BE TURNING LEFT OR RIGHT. • ASSUMING SATURDAY THE TRIPS ARE EQUAL OVER EIGHT HOURS OF OPERATION, THIS WOULD EQUATE TO -30 VEHICLES ENTERING THE FACILITY PER HOUR. • THE TOTAL VOLUME OF TRAFFIC ALONG ESMONT ROAD WOULD BE -120 WITH THIS FACILITY (90+30). LEFT TURN LANE WARRANT • ASSUMING SATURDAY, ALL 30 TRIPS/HOUR ARE FROM ROUTE 20 (SOUTH) • VEHICLES MAKING LEFT TURNS INTO THE FACILITY WOULD BE APPROXIMATELY 25% OF THE VOLUME (30/120). • USING FIGURE 3-8 OF APPENDIX F OF THE ROAD DESIGN MANUAL, NO LEFT TURN LANE IS WARRANTED. RIGHT TURN LANE WARRANT • ASSUMING SATURDAY, ALL 30 TRIPS/ HOUR ARE TRAVELING NORTH BOUND ON ESMONT ROAD. • VEHICLES MAKING RIGHT TURNS INTO THE FACILITY WOULD BE APPROXIMATELY 25% OF THE VOLUME (30/120). • USING FIGURE 3-26 OF APPENDIX F OF THE ROAD DESIGN MANUAL, NO RIGHT TURN LANE IS WARRANTED. Dftr DIU 56 --- - 65 HEIGHT OF EYE 3.5' - - - - - - - - -- - - 56a 560 HEIGHT OF OBJECT = 3.5' 55 55 rRn grn E. CAMPBELL t14950 OLT NLie. No. 0 4/11/22 rW w F___ w U w U z w z LU z w O U U z LJJ Q J Er W Q w r= m V Q w z U � z TW Q I f z �0 W Cn REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: 1"=20' DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 Q Z D O W J tY W m J Q W Z W W Y 0 O !Y Z 2 W 0+00 0+50 SDR - Scale: H: 1 "=20% V: 4.00:1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 C3.2 NOTES: �Z,TH OF 1. REFER TO SHEET C0.2 FOR EROSION AND SEDIMENT CONTROL NOTES AND \N, _\ -/ o NARRATIVE. REFER TO SHEETS C6.0 FOR EROSION AND SEDIMENT O `NIX\ `� CONTROL DETAILS. REFER TO SHEET C2.0 FOR EROSION AND SEDIMENT / / ' / I \ ` ` ` ` \ ---- Q' �'\4 CONTROL LEGEND. E. CAMPBELL BOLTONy \ \\ o ` ` - - FJ \ . � o 2. EROSION AND SEDIMENT CONTROL MEASURES TO REMAIN IN PLACE Lie. No. 051495 _ \ � THROUGHOUT CONSTRUCTION. MEASURES TO REMAIN OPERATIONAL ---- \\ r 4/11/22 W \ - -- p\ /, UNTIL ALL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED WITH O I I I l \ \�. \ _ _ o .A IMPERVIOUS AREA OR SUFFICIENT GRASS COVER TO PREVENT EROSION. 4(k/ / ' \ \� --- ---- \- \ `� _ / 3. EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS (MS-1 THROUGH sSIONA MS-19) SHALL BE FOLLOWED AT ALL TIMES. -- _ - - 4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIST THE SITE USING THE APPROVED CONSTRUCTION ENTRANCE. CONTRACTOR TO SWEEP UP ANY ----------------`- _-----=__----------�-__-__--__ o _-- SEDIMENT TRACKED OUTSIDE OF THE CONSTRUCTION LIMITS AND DISPOSE --- I r r I j 1 1 1 I \J// OF IN AN APPROVED MANNER. o / 5. CONSTRUCTION SAFETY FENCE MAY NEED TO BE MOVED THROUGHOUT }.) I i i j j I I `---��\ - --- --__ -'----------------- 0 \�J/ --_ CONSTRUCTION. m ti ---__----_____ _ \J 6. INSTALL BLANKET MATTING WITH MINIMUM LIFESPAN OF ONE YEAR ON ALL • --------- --` _ --- -------------------------` \ SLOPES4:1 STEEPER. 1 -_-----____ \ / 7. UTILIZE DUST CONTROL FOR ALL DISTURBED AREAS. �+M/ ___ ____ ____ __ VVV 1 1 I I 1 I I I I I I \ __ __ _ _ TMP 121-90 j it I /11 I j I j j I \------- -_-- ----- ____ ----535------- V ° --- ` rz 8' REFER TO LANDSCAPE SHEETS FOR PLANTING DETAILS 0 z `- ----- --- ---- J MAWYER, SAMANTHA E I / I I I I I I ' I\ ---------------- ----------- -_----------- ----------------- v -- DB 456-245 / 1 I i i - r ---- PRESENT USE: SINGLE FAMILY / (r %i I I ; I I \ \\ \__ ---- --------------------- -----------_------------------- °'\`�� ----- ZONING: RURAL AREAS c�nV/ 1 i ; \\ \ ---\\-`-----_---------- ------------------- '------------------ -`: \l ----- \\ °hA 1 \\ \1 11 1 11 II \\ \\ \\ \\ \\ I\\ \\ \ \\\ . ----: �-_------ ___ ------•540---------------- ----- 1------------- --- --- -- \ \ W �-�1 • _____________ O _ _-\----��__-------------------------------------------------------- O\ ( -- --- ------------- \ \\V1� - -\\ \ \\ \ o \ \ �_ \ \ �� -__ \� -- --- -_-__ _,O - - N ----------------- 10 ` `-- \ --- -- ------ ---------------------------- 0--- \\\ \ \\\\\\ \\\ \\\ `\ \ O ° \\ ♦\ `\\ `\\\\`� `� -` \ -__--- __-- _____-__---_-- --___ .ti o \ ` ` \ \ ` --� "`�r '/- \ \ ---__- ___------ _____________________________ _-__----------------_------_---- \--Y \-----___- \ / d \\ ` `\ \`\ \\ \ \�`� - - - _ _ ----_ _ -- RIPRAP LINED STORMWATER CONVEYANCE CHANNEL #3; ° `\ 3 \ \ \ \\ \\ \\ \\ �`- -\-� ------ --- ____________ CHANNEL TO HAVE A TWIDE BOTTOM SECTION WITH 3:1 SIDE n `\ \ Y \ \\ ` `\ \ -`-_ \ _-_------- `��_5 ---___ - SLOPES. CONTRACTOR TO ADJUST CHANNEL ALIGNMENT AS \ \ \ \ \ - . - _ _ _ _ _ 12" CONCRETE ES-1 0 o ` `O \ \ `\ \ \ \ \ `-\ `. \ - \ q r\ / -- 5Q- - � _ - - NEEDED TO AVOID TREES 6" IN DIAMETER OR GREATER. \\ \\ \ o \ \ - _ _ _ - / V n _ _ _ SECTION; IN - 548.20' ``---`-1-�-'--STORMWATERCONVEYANCECHANNEL#1;---------------- ------------------------------------------ ---- i 3:1 TIE IN SLOPES (TYP)---- \ \ Q� / MIN. 2% & MAX 3.3% SLOPE ro \ \ ---- \ Q o o \\\ `-\ \ \\ `\ \ \ \ \ \\ �\ `� \ CIO,- T� ------ - - - - - ----�� ------ _---- O' \\\ - Oa ,565.37(ME) ° `-``------�--- ---- OO - 557 -------- _ ALL DISTURBED AREAS DURING FINAL CONDITION SLOPES 4:1 OR CONSTRUCTION (AREAS W/O GREATER TS MU PAVEMENT) DC PS MU SR B/M > V L Z of c+ Zd > COD to w LL0 .5 m � 0 o m R' Z > > m 1z w c c a E Y EL E rc m x 0 N N O LO m o N d Q a E C d K °> > LL v2S O r 0 2 O n S Lb L N a TMP 121-91 OQ\ \ \`` - 558 - 0p>Cxy< t� \ \ - --- GABION BASKET -'---- \ HURRAY, JAMES B JR & DAVID W \ `` \ \ - --- - 559 - _ --` FILLED WITH STONE o 12" HDPE PIPE; 01 \ \\ o0 560 - - - LIJ 559 -- ao-1 �-�_ � -- MIN. SLOPE 0.75% \ KUDRAVETZ TRS - - --- \\ 8 � DB 3929-648 \° \\ ` � \` \BEGINNING OF --- �� '-�,\ ____----- -' \ ��X � � 555 � SSd � Z PRESENT USE: VETERINARY HOSPITAL \ \ , \ CHANNEL#1 '56055 - \� 556 �- \ _- oo� ----- w \ ZONING: RURAL AREAS t \. \ \ $S� 559.60 �� 556 - - _ CONCRETE WEIR AND RIPRAP CHANNEL 562.22'�- -- - S� 55�� -` - z ,561.50 - 559.40 - w \ Q BIORETENTION BASIN; REFER TO SHEET - 561.78� �1.06 OUTLET PROTECTION BC: 558.67 - __-- - - C6.2 FOR DETAILS. DO NOT BEGIN J U 1 \ \\ s O) 1 \\ X _ CONSTRUCTION OF BASIN UNTIL ALL CHA_ NNEL AT END OF CURB v 1 z - \\SS9 558.70 555 1 / _- --UPSTREAMAREASARESTABILIZED. \ I 565.30\ \ 563.04 is6,a -s- ° 6 `559.08 s3 \V/ O - ✓ O w ya` ` a. ` \ L \ \ \ F\ IOp� -+c -2y1 561.19\. \ \ 'O \ `\ ° `\ °. \ �' �. LL1 Q 1 \ 56331 \'\ 561.92 \ ob `\ c� y y OUTLET CONTROL '` > �S/ \ 2y ` -`\ \ cn STRUCTURE, I \ n 5 \ \ o �: INV OUT: 549.00' N O a ° I ° m 0 = \ I \ e \ \ + \ a \\ . D . \ \\ OS r �AOL y TMP 121-82A2 (� I \ 564.33 s o o` \ 55s.ao :1 1 y �w v COUNTY OF ALBEMARLEi m O \ I \ 1 \ w DB 1088-600 Q W U \ O \ 560.50 TC:559.70 3 J LLI o \ 1 \ ` 562.94 \S� a E \ `?561.52 \ \ \\ .. BC:559.37 \ a ° \\ '^ �y 4 w �+0) rn PRESENT USN•TIAACANTrr C%) OJC \ II \t-565.95 (ME) pep r \4 . 1 - �O-/\ 1 D°�/ \ 5so.z5 a y S ZONING: RURAL AREAS' J Q LLJ 563.01 . ° 562.50QGE \ \ 1 ° m 1 Lu \ I e a t \ i \I LL TWO (2) OBSERVATION WELLS J LLI COORDINATE yyy 5y6 Q W 562.30 ` SLOPES WITHIN SHED \ 1 p0 _4" PVC UNDERDRAIN z W WITH 2Sg61 \. TC. 559.21 �n°j TC: 559.00, , 5y6 \ ( ) < Y p \ o0 568.10 �o p h - BC: 558.67, a 5 AND CLEANOUTS TYP. w�. 4 OWNER PRIOR TO h I BC: 558.71 �j 5y "� w Q rn I I f. \ \ \ ry POURING THIS PAD. i l h TC: 559.57 1 558.70 v v U I. I \ N 8 i / BC:559.07A �� / z m m I \ `� w I / OUTLET PROTECTION 562.30 I - n Z I I \ o I w Z. w I / / j 9 CHANNEL AT CURB CUTS CQj h GRAVEL DIAPHRAGM. REFER w 561.85 TC:559.30 y56 Q ON SHEET C6.1 < I q 562.30 I BC:558.80 TC:560.25 2.1°ky ICJ-556 / / O TC: 561.52 BC: 559.92 VAR% �� ( ,556 CHANNEL SIDE r I� W e L.I .I' w 555 CONVEYANCE '' SLOPES3:1 (TYP) �.J 565.25 REVISIONS \ o MAX 2% SLOPE IN ALL Telephonehp \ I I I 9 DIRECTIONS FOR ADA O / o G °l c y 3.3%So&MAX \ I PARKING SPACE. ° 1.2°k� p'S0 TC. 561.57 ° a a . BC: 559.55 f. s d 6� 3.3% SLOPE Pedestal I I o / 5sz.01 561.85 _ bh \�\I / _ BC: 561.24 '(0 a i/ O /' \ I ' -3:1 TIE IN SLOPES (TYP) ° ) TC/BC: 561.62 / ° / \ I' o 562.02 ° d" /td ° ° a� o, 'I o rn o / a oh Q 559.97 not- � r� / 1 550 TMP 121- 9 3 L 56z.18 ss2 0 a6 . ? 0 3. a/. o o ,55 SANTUCCI, ROBERT & VIRGINIA I Q ^' 4 6s1.83 2.1°, / -- ° X _TC:560.00 DB 3205-413 I 9 G� ° ' ° 562.22 1.0%-y X�- / /'� BCo559.55 PRESENT USE: RESIDENTIAL VACANT a' x�� ys1 / 'x dy I ` I Q / / X X /, // / // ,' - 560.25 2ho� �� / ' CONTINUE TO DIVERT THE MAXIMUM AREA I / POSSIBLE TO THE SEDIMENT TRAP (NOT ' ZONING: RURAL AREAS 565.45(ME) I \�- -f6 ' / _OD </O i S60 LOD �� O 559 , / 'SHOWN) THROUGHOUT CONSTRUCTION. Q "OD KEEP IN PLACE UNTIL BIORETENTION CONSTRUCTION BEGINS. USE -'' - DESIGNED BY: 401) ' '� r' EXCAVATION FOR BIORETENTION BASIN 555 DAA PTO FILL SEDIMENT TRAP. , -'' DRAWN BY: / / 1 III I/ \ I , ' I ' ,�' // / ' ,' ,' ,/ 3:1 TIE INECB CHECKED BY: SLOPES CAH SCALE: GRAPHIC SCAJLE''' � DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 finch= 20fl./ VT 0 o / 0 \ J I i 1 i i / / l l i { I i I it i I 1 l / ' 3 SWM FOREST AND OPEN SPACE EASEMENT (4.58 ACRES) / 11114 / / u I / / co / / / / OA / / / cnc'� / / emu, r / 1\ i i /0000000 o _5- �. 07-- E"iFOREST- AND OPEN -------------- - -5-35`-- --z^-- SPACE EASEMENT _-_ --/- 'I \ \\ \ ` \ `\` \ \ \\\\ \�---- --------------'--_---- --- --- -- DOWNSTREAM CONVEYANCE CHANNEL ---------------- --- ---- - - -- - -- - --- _ ----- -- - C�j-_5 -- jj - _- o\ 4 ! --- - _ - --- _ _ - -- - 2i\ \ \ - --- -- � ----- _ _ ------ SOIL DIVIDE�P -\- --- ---- I b Telephone c Pedestal ALI- SWM FOREST AND OPEN SPACE EASEMENT / a Fiber Op Pedestal �O/, � GRAPHIC SCALE 4 ' 30 0 ,s 30 60 , I I' III I I / I (IN FEET) 1 inch= 30fl. E. CAMPBELL t1495 NLie. No. 0 4/11/22 rW m> V L Z of c+ U ti m Z — = m m m to� m 0 R' LL 2 > MID > o or 0 _ a E Y a c2 m m w m x u) fr Z W W F Z W W Q U w w Z Z Q w z z Q w z O Z U 2 w rwu J V z Q MwM W W Q Q cr 2 _ 1 P- �O C/) Cn REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C5.0 z D 0 w J IY W m J Q W Z W W Y Q 0 z 0 vJ LLJ A� 0 co IONCRETE ALL PAVEMENT MARKINGS SHALL BE WHITE AND MEET THE SPECIFICATIONS OF VDOT TYPE A PAVEMENT MARKINGS WIDE STRIPE TYPICAL) 10'-0" STRIPING PATTERN FOR SINGLE PARKING STALL c ACCESSIBLE SIGN (TYPICAL) 450' DETECTABLE WARNING SURFACE DECTABLE WARNING sA SURFACE SHALL MEET 9C'i,L THE REQUIREMENTS C OF THE LATEST VDOT CG-12 DETAIL sT ♦ ii1S�]I��:1S�]Y TYPICAL ACCESSIBLE PARKING SPACES O PAVEMENT MARKING DETAILS NOT TO SCALE MOUND CONCRETE 1" HIGH I 4"0 x 6'-0" STEEL POST PAINTED YELLOW (FILL WITH 3000 PSI CONCRETE) M MOUND CONCRETE 1" HIGH FINISHED GRADE III _ II _ �a I III—III—III=1 III �' IIIIIIIIII � 4 .IIIIIIIIII,�' m - 18"0 PSI CONCRETE ENCASEMENT a a � ® c0 CONCRETE BOLLARD DETAIL r NOT TO SCALE `R+ 1-5/8" DEEP JOINT i� WITH SEALANT a G X x X9 mx a CONTRACTION JOINTS JOINT NOTES: 1. ALL JOINTS SHALL COMPLY WITH ACI-330-08 AND ACI 330-2R-17. 2. CONTRACTION JOINTS SHALL BE SPACED A MINIMUM 15' ON CENTER, UNLESS OTHERWISE NOTED. ISOLATION JOINTS AND CONSTRUCTION JOINTS SHALL BE USED AS NEEDED. 3. REFER TO MANUFACTURERS RECOMMENDATION FOR JOINT SEALANT APPLICATION AND JOINT WIDTH. 4. STEEL DOWEL BARS SHALL MEET ASTM A 615/A 615M, GRADE 60. DOWELS SHALL BE 1 "0 AND 18" LONG SPACED 12" ON CENTER. DOWELS SHALL BE EMBEDDED 9" INTO THE EXISTING SECTION. USED HILTI HIT-HY 150 ADHESIVE FOR SECURING DOWELS. PAINT EXPOSED CONCRETE FACE WITH BONDING AGENT (WELD CRETE BY LARSON PRODUCTS CORP., OR APPROVED EQUAL). TYPICAL CONCRETE JOINT DETAIL NOT TO SCALE RESERVED PARKING ADA PARKING SIGN �O VAN ACCESSIBLE CO LETTERING GREEN fPENALTY BACKGROUND $100$AL FINE WHITE co TOW -AWAY ZONE GALVANIZED U-CHANNEL Z STEEL POST, ASTM A499, g GRADE 60, MIN. 3 LBS/FT b io �4 N 3,000 PSI cm CONCRETE BASE 8" DIA. ALL SIGN LETTERING AND DIMENSIONS SHALL BE IN ACCORDANCE WITH LATEST ADA GUIDELINES. MINIMUM LETTER HEIGHT FOR'RESERVED PARKING' SHALL BE 2". MINIMUM LETTER HIEGHT FOR OTHER WORDS SHALL BE 1". SAME DETAILS AND SPECIFICATIONS FOR SIGN POST AND BASE SHALL BE USED FOR ALL SIGNS ON THE PROJECT. TYPICAL HANDICAPPED PARKING SIGN NOT TO SCALE 6.5" 4000 PSI CONCRETE SLAB ON GRADE REINFORCED W #4 AT 12" G.C. (EACH WAY; TURNED DOWN AT EDGES) 0 SEE NOTE #4 245 CONT. LIGHT BROOM FINISH SEE NOTE #3 `6" VDOT 21 A/B COMPACTED SUBGRADE NOTE: 1. CONCRETE SECTION TO BE VERIFIED WITH ONSITE GEOTECHNICAL EVALUATION AFTER SUBGRADE ELEVATION IS ESTABLISHED. 2. CONTRACTION JOINTS SHALL BE PLACED A MAXIMUM OF 15 FEET ON CENTER; EQUALLY SPACED WHERE POSSIBLE AND EXTENDING FROM ANY CORNERS IN THE CONCRETE. GENERAL LAYOUT SHOWN ON SITE PLAN. 3. NO ISOLATION (EXPANSION) JOINTS ARE ANTICIPATED. 4. 3" OF CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL. O CONCRETE SECTION NOT TO SCALE TYPICAL Z' EXPANSION JOINT W Ra' 4" DEEP JOINT EXPANSION JOINT FILLER SEALANT n x x—max ISOLATION JOINTS DOWELS; SEE NOTE*3 Ra' 1-5/8" DEEP JOINT WITH SEALANT Q a � as x x, x x BUTT JOINT CONSTRUCTION JOINTS OTYPICAL HANDICAPPED PARKING SYMBOL 3 NOT TO SCALE • .• • •. •A A A•• •• - r � pINK ; �j0�♦� i♦p�•�j0� � !j�j�� ♦ppppppppppppppppppp�. p♦p� ! ! • •. Di!•ii♦it.�i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦iii♦i♦i♦i♦i' !Dii ♦♦. I ! .♦♦� I•♦♦1♦♦♦1.♦♦♦•w•♦♦f♦f♦i.♦f��♦ff♦♦f♦♦♦f♦♦♦♦♦♦♦♦♦♦. .♦fb •♦♦ ♦ ♦♦1♦ •t •..beJ. v.J LI,� H11H �♦. • • • j�%%%i i iiii♦i♦iiiiiiiiiiii♦iiiiiiiii iii ...... . ..............♦.............. ............ . ..............♦.....♦.....:.. .................. ............................. 10/1 • • •• A 1• .- 5/8" DIA. HOLE NT FOR ANCHOR 36" - #4 REBAR DRIVEN TO �oE II N N I I 12" PRECAST CONCRETE WHEEL STOP DETAIL NOT TO SCALE FINISHED GRADE 4"' CONTRACTION OR R2" CONSTRUCTION JOINT / a 6"' SIOTE GRADING PLAN ORDINATE SLOPE WITH \\/ a 1'-6 CONCRETE PAD • —6" 12"� FINISHED GRADE 4" ti 4 JMATCH PAVEMENT SLOPSM 9 5A g BM-25.0 %/\%IIIIVDOT 21AI6 �111 4" VDOT 6" 2' 0" 21 MB CONTRACTION OR 11 CONSTRUCTION JOINT 2 5 2" R D c> MATCH PAVEMENT SLOPES SM-9.5A CONCRETE PAD 1" R iv D o co BM-25.0 o r—\2-.5 CONT.; ° 3" CLR D D p p D o VDOT 21A16 Y 1I I1 III III— 4„ VDOT 21A/B 12" 7" 24" ALL CURBS SHALL BE CAST -IN PLACE WITH A4 CONCRETE. OCURB DETAILS 4 NOT TO SCALE O SM-9.5A ASPHALT BM-25.0 ASPHALT cm ch IIIII z,. VDOT 21-A/B STONE _ co COMPACTED SUBGRADE-, i- NOTES: 1. PAVEMENT BASED ON A DESIGN CBR VALUE OF 5.6. 2. PAVEMENT SECTION TO BE VERIFIED WITH ONSITE GEOTECHNICAL EVALUATION AFTER SUBGRADE ELEVATION IS ESTABLISHED. 3. APPLY PRIME AND TACK COATS AS REQUIRED IF THERE IS A DELAY BETWEEN INSTALLATION OF BASE OR SURFACE ASPHALT COARSE. ASPHALT PAVEMENT SECTION NOT TO SCALE REFER TO CONCRETE PAD DETAIL 2"4" DROP BETWEEN CONCRETE AND GRAVEL; SEE NOTE #2 VDOT #57 STONE KEY IN FILTER FABRIC a 0 070 2%MAX 0 0 ) �0 2.0' - 1 . o00°0 �og0°0 " MIN. III = CG-2 1 CG-6 CG-7 I ASPHALT PAVEMENT SECTION 2"4" DROP BETWEEN ASPHALT AND GRAVEL; SEE NOTE #2 `VDOT #57 STONE / KEY IN FILTER FABRIC NON -WOVEN SEPARATION FABRIC NOTES: 1. GRAVEL DIAPHRAGM TO BE INSTALL PER VA DEQ STORMWATER DESIGN SPEC. NO. 2. 2. VARY DROP BETWEEN 2"-4" AS REQUIRED TO KEEP TOP OF STONE AT A CONSISTENT ELEVATION; STEP STONE AS NEEDED TO MAINTAIN. GRAVEL DIAPHRAGM DETAIL 11 NOT TO SCALE 1MiN 1I III INON-WOVEN SEPARATION FABRIC Er tN5) E. CAMPBELLLie. No. 0 4/11/22 rW z lij W U z W Z W O Z U � W c) J w W W a m Cn Q Lu W J z w Y Lij W Q � 0 = W z p CI) C%) Lu REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: N/A DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C6.1 11 M R• September 2019 Page 6H-7 Figure 611-1, Symbols Used In Typical Temporary Traffic Control Figures Application ARROW BOARD ARROW BOARD ON TRAILER ! CHANNELIZING DEVICE ACTIVE TRAFFIC SIGNAL INACTIVE TRAFFIC SIGNAL CHANGEABLE MESSAGE SIGN SUPPORT OR TRAILER 0-.0 ARROW BOARD ON VEHICLE TEMPORARY TRAFFIC' BARRIER - LONGITUDINAL CHANNELIZING DEVICE ® IMPACT ATTENUATOR i TYPE 3 BARRICADE �- TRAFFIC OR PEDESTRIAN SIGNAL +R11L SIGN r` FLAGGER _Y_ HIGH-LEVEL WARNING DEVICE 1 (FLAG TREEi Cj OR Q 1 WAY PAVEMENT MARKER e OR © 2 WAY PAVEMENT MARKER WORK VEHICLE TRACTOR ® TRUCK MOUNTED ATTENUATOR 3 SLOW MOVING VEHICLE EMBLEM ®I ! I I --II LAW ENFORCEMENT VEHICLE � - WORK SPACE WARNING LIGHT MILLED PAVEMENT LONG-TERM TRANSVERSE2 RUMBLE STRIPS DIRECTION OF TRAFFIC - PORTABLE TEMPORARY RUMBLE STRIPS2 CZMffZMff=e FLAGGER AUTOMATED ASSISTANCE DEVICE 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Page 6H-54 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2 NOT E Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum tim motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E.07.2 Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 6. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 611-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A FSLOW (W21-V 10 sign' may be required in this area to give advance warning of the operation ahead by slowing approaching traffic affic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of trafflc reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the PTRS'should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may eliminated whenCones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flaeeer is visible to road Standard:' 14. When used, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 Page 6H-8 September 2019 1 September 2019 Typical Traffic Control Work Beyond the Shoulder Operation (Figure TTC-1.1) NOTES Guidance: 1. The minimum distance between the sign and work vehicle should be 130W--1500' on Limited Access highways, and on all other roadways 50W--800' where the posted speed limit is greater than 45 mph, and 35W--500' where the posted speed limited is 45 mph or less. Option: 2. The ROAD WORK AHEAD (W20-1) sign may be replaced with other appropriate signs such as the SHOULDER WORK (W21-5) sign. The SHOULDER WORK sign may be used for work adjacent to the shoulder. 3. The ROAD WORK AHEAD sign may be omitted where the work space is behind a barrier, more than 4 feet behind vertical curb (Standard CG-2 and CG-6) on urban roadways, or outside of the clear zone for all other roadways. For clear zone values see Page A4 of Appendix A. 4. For short-term, short duration or mobile operations', all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. If the work space is in the median of a divided highway, an advance warning sign shall also be placed on the left side of the directional roadway. 1: Revision 1-4/1/20.5 1: Revision 1- 4/1/2015 Page 6H-9 Work Beyond the Shoulder Operation (Figure TTC-1.1) ,VEMENT NOTE 3 80' - 120' WORK VEHICLE ROAD W20-1 w SEE NOTES A 2AND 3 September 2019 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) aI NHOAA �T OVOU OY3HV OVOH -� 3NYT 3NO DY3HV sdRW ne•nM dOIS 01 a3HVd3ad 38 z Om -DTI m • 9VS'Ce:S31ON33S�• 7 1 N011V1S 2i300VIJ PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LI -L40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEEI PTRS OPTIONAL F ® G20 2 M 500 ± 0 00 50' - 100' O 0 0 BUFFER SEE TABLE 6H$ 0 O • • r 1009 MHOM NOV" O3 ROADWAY CENTER LINE PTRS SEE NOTE 4 8 14 1: Revision 1- 4/1/2015 2: Revision 2 - 9/1/2019 3: Revision 2.1-11/1/2020 l t 0 Z - 80' - 120' Page 6H-55 "^'7"^ Ci E. CAMPBELL EN y Lie. No. 051495 4/11/-2 rW SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 8 6 SEE NOTE 1 • ■ W20-7 SEE NOTE 1*/RUMBLE W3-4 SEE SEE NOTE 10 NOTE 1 W20-V26 SEESEE NOTE 15 NOTE 1 SEE NOTE 1 WORK W20-1 AHEAD MAINTENANCE OF TRAFFIC PLAN NOTES: 1. ALL TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL (WAPM) 2011 EDITION, REVISION 2: SEPTEMBER 1, 2019. TYPICAL DETAILS AND LAYOUTS ARE SHOWN ON THIS DETAIL SHEET, BUT ALL TRAFFIC CONTROL MEASURES SHALL BE ADJUSTED TO MEET THE CONDITIONS IN THE FIELD AS REQUIRED. 2. WORK SHALL BE SEQUENCED TO MINIMIZE IMPACT TO TRAFFIC PATTERNS. PORTIONS OF THE WORK MAY BE REQUIRED TO TAKE PLACE DURING OFF -HOURS. 3. SIGNS SHALL BE MOVED AS THE CONSTRUCTION PROGRESSES TO MEET THE REQUIREMENTS OF THE WAPM. 4. ACCESS ACROSS THE WORK AREA SHALL BE COORDINATED WITH ALBEMARLE COUNTY AND VDOT. VDOT 21A STONE SHALL BE TEMPORARILY PLACED UP TO GRADE AT THESE POINTS TO MAINTAIN ACCESS; OR UTILIZE STEEL PLATES. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR WORK WITHIN THE ROADWAY AND LANE CLOSURES FROM THE APPROPRIATE AUTHORITIES. 6. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NOTIFYING THE COUNTY PRIOR TO INSTALLATION OF LANE/SHOULDER CLOSURES AND WHEN THE LANE CLOSURES HAVE BEEN REMOVED. 7. ALL EXCAVATED AREAS SHALL MEET CLEAR ZONE GUIDANCE DURING NON -WORKING HOURS (SEE APPENDIX A IN WAMP). 8. INSTALL PEDESTRIAN SAFETY HIGH VISIBILITY FENCING TO PROTECT WORK AREA DURING NON -WORKING HOURS. SEE THE 2016 ROAD AND BRIDGE SECTION 507.03(D) HIGH VISIBILITY FENCING GUIDELINE INSTALLATION. 9. ROAD CLOSURES AND DETOURING OF TRAFFIC AND/OR PEDESTRIANS MAY BE CONSIDERED TO REDUCE FLAGGING HOURS. COORDINATE CLOSURES AND DETOURS WITH THE COUNTY AT LEAST TWO (2) WEEKS IN ADVANCE. Er LL1 Z w U W U Z W Z Z a W > a J Z O U U z LL w O L.L J Lu Q W 0 m Q w J Q Lu w IJ Z Z Y Q c Z w w = 0= Z ~ Z Q O 5 U) Lu REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAT SCALE: N/A DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 C6.3 11 15 ELM 9 E MAr 0/ MOUND EARTH FOR LANDSCAPE BERM o AS SHOWN s EXISTING TREES WITHIN THE AREA OUTSIDE THE LIMITS OF DISTURBANCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION (TYP.); ALL TREES MAY NOT BE SHOWN. 05 ((2) ERC \ oh P � \ KEEP ALL PROPOSED PLANTINGS / WITHIN THE EXISTING TREELINE TO STAY OUT OF THE ELECTRICAL EASEMENT i ' FOUR (4) SUPPLEMENTAL STREET SCREENING TREES WITHIN GAPS IN ' REMAINING VEGETATION; EXACT LOCATION TO BE FIELD VERIFIED. lip \ (2) TMP 1 , , (2) AH , , , INSET 2 - STREET BUFFER PLANTING 1 " = 10' NOTE 2: THE CODE REQUIREMENT WOULD INDICATE FIVE (5) LARGE STREET TREES SPACED AT 50' ON CENTER. AS PER CORRESPONDENCE DURING THE DUE DILIGENCE STUDY, MS. MARGARET MALISZEWSKI EXPRESSED IN WRITING THAT BECAUSE THE PARCEL LIES WITHIN THE SOUTHERN ALBEMARLE RURAL HISTORIC DISTRICT, THE STREET FRONTAGE TREES COULD BE REPLACED WITH A "MORE SENSITIVE LANDSCAPE TREATMENT" TO CONTRIBUTE TO THE RURAL CHARACTER ALONG THE ROAD. DURING THE PUBLIC COMMENT PHASE, A SIMILAR CONVERSATION WAS HAD. THE PROPOSED PLANTINGS, INCLUDING THE MOUNDED LANDSCAPE BED, ARE MEANT TO SUPPLEMENT THE EXISTING VEGETATION AND PROVIDE SCREENING IN A MORE NATURAL WAY THAN TYPICAL STREET TREES. MR 0 INSET 3 - INTERIOR PARKING PLANTING 1 " = 10' NOTE 3: TOTAL ASPHALT PAVEMENT, INCLUDING THE ENTRANCE IS APPROXIMATELY 28,700 SQUARE FEET. REQUIRED INTERIOR PARKING LANDSCAPE IS 5% OF THE PAVED PARKING AND VEHICULAR GRAPHIC SCALE CIRCULATION AREAS. THEREFORE, 1,435 SQUARE FEET ARE REQUIRED 0 0 5 10 20 AND 1,930 SQUARE FEET ARE PROVIDED. LANDSCAPE AREA WILL CONTAIN THREE (3) SHADE TREES AND SHRUBS. (IN FEET) 1 inch= 10ft. [ Af4n) \ PROPOSED EDGE ER T i NOTEI 1 RE EI RT O IN 4 o PLANTINGS; }� TREE BUFFER AREA; �+ REFER TO NOTE 1 PROPOSEDEDGE OF CLEARING (TYP.) G LINK SCA E 0 5 30 (IN F ET) l inch 30ft. INSET 1 - PLAN VIEW ill =30' NOTE 1: BUFFER SHALL CONSIST OF FIFTY (50) EVERGREEN "SCREENING" TREES UTILIZING A MIX AMERICAN HOLLY, EASTERN RED CEDAR, AND EASTERN HEMLOCK. TREES SHALL BE GENERALLY SPACED AT 10' OC. EXACT PLACEMENT WITHIN THE BUFFER TO BE DETERMINED FOLLOWING CONSTRUCTION BY THE COUNTY. [,-=m PLANTING LIST CATEGORY PLANTING COUNT LATIN NAME COMMON NAME ABBREVIATION HEIGHT RANGE (FT) SPREAD RANGE (FT) TREE 2 LLEXOPACA AMERICAN HOLLY AH 30TO60 15TO30 TREE 2 JUNIPERUSVIRGINIANA EASTERN RED CEDAR ERC 35TO80 20TO35 TREE 1 TSUGACANADENSIS EASTERN HEMLOCK EH 45TO120 20TO25 TREE 3 PINUSPUNGENS TABLE MOUNTAIN PINE TMP 40TO60 10TO30 TREE 3 QUERCUSMICHAUXII CHESTNUT OAK CO 40TO60 30TO50 TREE 1 A MELANCHIER LAEVIS SMOOTH SERVICEBERRY SS 15TO40 15TO40 TREE 1 ASIMINATRILOBA PAWPAW PP 15TO40 20TO30 TREE 1 CRATAEGUSCRUS-GALLI COCKSPUR HAWTHORN CH 25TO35 25TO35 SHRUB 11 DIERVILLALONICERA NORTHERN BUSH HONEYSUCKLE NBH 2TO3 3TO4 SHRUB 12 ARONIA MELANOCARPA BLACK CHOKEBERRY BC 5 TO O 10 SHRUB 3 VIBURNUM PRUNIFOLIUM BLACKHAW VIBURNUM BV 2TOO12 SHRUB 6 HYPERICUMPROLIFICUM SHRUBBY ST. JOHN'S WORT SJW �2TO342 O4 SHRUB 8 GA YL USSA CIA BA CCA TA BLACK HUCKLEBERRY BH 1TOO4 SHALL PLANTING NOTES: A. THE PLANTING LIST TABLE DOES NOT ACCOUNT FOR THE ADDITIONAL 50 TREES REQUIRED IN THE SCREENING BUFFER AREA OR THE SWITCHGRASS PLUGS IN THE BIORETENTION. B. TREE SPECIES SHALL COMPLY WITH THE APPROVED PLANTING LIST FROM ALBEMARLE COUNTY. C. MEDIUM CALIPER TREES PLANTED IN THE INTERIOR PARKING ISLAND SHALL BE 1" TO 1.25" MINIMUM CALIPER WHEN PLANTED (MEASURED 6" ABOVE GROUND LEVEL). D. THE STREET TREES AND TREES PLANTING WITHIN THE SCREENING BUFFER SHALL BE 4' IN HEIGHT WHEN PLANTED. E. ALL SHRUBS SHALL BE 18" IN HEIGHT WHEN PLANTED. F. ALL SHRUBS AND TREES SHALL BE FROM VIRGINIA OR MID -ATLANTIC STOCK ♦ 1 I 555 ! �/I lip IY �� FOREBAY SURFACE (3) BH (3) BV \ 1 1 (1) SS (5) BH Ln w BIORETENTION SURFACE SHALL 1 I CONSIST OF HARDWOOD MULCH WITH „ SWITCHGRASS (PANICUM VIRGATUM ° `� 4 1 'SHENANDOAH-) PLUGS PLANTED 18" (3) BC ON CENTER OUTSIDE THE GROUPINGS OF THE SHRUBS SHOWN. 1 � 1 1 / / / 556 l^ / / o0 / v (3) SJW 1 CH 00 v V00 INSET 4 - BIORETENTION PLANTING 1 " = 10' NOTE 4: SHRUBS TO BE PLANTED 10 FEET ON -CENTER. AT THE TIME OF PLANTING, SHRUBS SHOULD BE A MINIMUM OF 30" HIGH AND TREES SHALL HAVE A 1" MINIMUM CALIPER. PLANTS SHOULD BE SPACED SUCH THAT THE PLANTS ACHIEVE 80% COVER WITHIN A 3-YEAR PERIOD. E. CAMPBELI BOLTON y Lie. No. 051495 4/11/22 rW Ir W z W W z L LI L LI 0 z U u LJJ J [Y w � w Z Lu m m Q LLI Q W w z Q � W Q C) I— z Z O 2 Q cn w REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: VARIES DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 L1.0 PLANTING AND LANDSCAPING NOTES Er A fs PLANTING AND LANDSCAPE SPECIFICATIONS: 1. ALL TREES SHALL BE PLANTED IN GOOD CONDITION AND MEET'AMERICAN STANDARD FOR NURSERY STOCK (1990), ANSI Z60.1-1990, AS MAY BE AMENDED. 2. ALL TREES OF THE SAME SPECIES SHALL BE UNIFORM IN SIZE AND STRUCTURE AND SHALL COME FROM THE SAME SOURCE. 3. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATION JOINTLY ADOPTED BY THE VA NURSERYMAN'S ASSOCIATION AND THE VA SOCIETY OF LANDSCAPE DESIGNERS. 4. REFER TO DRAWINGS FOR VARIETIES, LAYOUT, AND SPACING OF PLANT MATERIALS. HAVE TREE LOCATIONS STAKED AND GROUNDCOVER BEDS PREPARED AND SPRAY -PAINT OUTLINED ON THE GROUND FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PLANT INSTALLATION. QUANTITIES SHOWN ON DRAWINGS SHALL TAKE PRECEDENCE OVER QUANTITIES SHOWN ON THE PLANT LIST. FIELD ADJUSTMENTS NECESSARY TO WORK AROUND UNKNOWN UTILITIES MAY BE REQUIRED. 5. ALL PLANT MATERIALS MUST BE APPROVED AND INSPECTED BY OWNER'S REPRESENTATIVE AND ACCEPTED PRIOR TO INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO ARRIVAL TO SITE. 6. PLANTING TIMING: UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE OWNER'S REPRESENTATIVE, THE PLANTING SHALL BE DONE DURING THE FOLLOWING SEASONS FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: SEPTEMBER 15 TO DECEMBER 1 OR MARCH 1 TO MAY 1. PLANTING AT OTHER DATES WILL BE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE AND MAY REQUIRE SPECIAL PROCEDURES. 7. REFER TO EROSION AND SEDIMENT CONTROL PLANS AND DETAILS FOR PERMANENT SEEDING SPECIFICATIONS AND METHODS. 8. MOVE AND LIFT TREES, SHRUBS, AND PLANTS BY THE ROOTBALL ONLY AND NEVER BY THE TRUNK OR STALK. 9. IF SYNTHETIC OR METAL WRAPPING IS USED ON ANY ROOTBALL, REMOVE IT ENTIRELY BEFORE PLANTING. METAL CAGES MUST ALSO BE REMOVED ENTIRELY FROM THE ROOTBALL. 10. CUT, TRIM AND REMOVE THE TOP 6"-9" OF NATURAL BURLAP WRAPPING FROM ROOTBALL PRIOR TO FINAL PLANTING SOIL BACKFILLING. 11. WATERING OF PLANTS: WATERING IS TO PROVIDE VIGOROUS PLANT GROWTH AND SHALL BE SUFFICIENT TO MAINTAIN MOISTURE IN THE ENTIRE ROOT ZONE. 11.1. WATERING OF PLANT MATERIAL SHALL OCCUR IMMEDIATELY AFTER PLANTING AND WITHIN IN 24 HOURS OF INSTALLATION. THE FIRST WATERING SHALL FLOOD THE PLANTING HOLE TO REMOVE AIR POCKETS AND SATURATE THE SOIL. 11.2. WATERING SHALL CONTINUE EACH DAY FOR ONE WEEK FROM INSTALLATION AT A RATE OF 2 GALLONS PER INCH TREE CALIPER. 11.3. AFTER THE FIRST WEEK OF WATERING, WATERING SHALL CONTINUE ON A WEEKLY BASIS UNTIL PLANTS ARE FULLY ESTABLISHED. WEEKLY WATERING SHALL BE AT A RATE OF 2 GALLONS PER INCH OF TREE CALIPER. 12. UNLESS OTHERWISE DIRECTED IN THE SPECIFICATIONS, ALL PLANTS SHALL BE GUARANTEED TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR BEGINNING FROM THE DATE OF INSPECTION BY THE OWNER'S REPRESENTATIVE AND A WRITTEN FIELD REPORT STATING OWNER ACCEPTANCE FOR PLANTS THAT MEET QUALITY STANDARDS, PLANTING SPECIFICATIONS, PROPER LAYOUT PLACEMENT, AND EXHIBIT A HEALTHY VIGOROUS GROWTH. 12.1. PLANTS THAT ARE EXHIBITING 25 PERCENT OR MORE DEAD GROWTH OR DO NOT MEET THE PLANT MATERIAL QUALITY SPECIFICATIONS SHALL BE REPLACED IMMEDIATELY OR UPON THE NEXT PLANTING SEASON WHICHEVER IS SOONER. 12.2. NEW PLANTS, REQUIREMENTS, ETC. AND METHOD OF PLACING SHALL COMPLY WITH THESE SPECIFICATIONS AND DRAWINGS. PLANTS REPLACING DEAD PLANTS SHALL RECEIVE THE SAME CARE AND MEET SPECIFICATIONS. 12.3. WARRANTY SHALL BE LIMITED TO ONE REPLACEMENT PER PLANT. 12.4. CONFORMANCE OF PLANTING LAYOUT TO PLANTING PLAN MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. PLANTS NOT PROPERLY LOCATED AS SHOWN ON THE PLANTING PLAN SHALL BE REPLANTED TO THE PROPER LOCATION AT THE EXPENSE OF THE CONTRACTOR. 13. PLANTING HOLE SHALL BE 3 TIMES LARGER THAN THE SIZE OF THE ROOT BALL DIAMETER. SCARIFY BOTTOM AND EDGES OF PLANTING PIT SUFFICIENTLY TO ALLOW BONDING OF THE PLANTING SOIL AND EXISTING SOIL. 14. ALL PLANTS SHALL BE MULCHED WITH A 3" MULCH LAYER WITHIN 24 HOURS OF PLANTING. MULCH SHALL BE DOUBLE -SHREDDED HARDWOOD BARK MULCH AND SHALL COVER THE PLANTING BED ENTIRELY, EXCEPT FOR A ONE INCH CLEAR SPACE AROUND THE TRUNK SHALL REMAIN FREE FROM MULCH. 15. WATERING BERM: FOR PLANTING OUTSIDE OF BIORETENTION AREAS, CONSTRUCT A 4" MIN. SOIL BERM AROUND EVERY TREE PLANTING, SAUCERS WILL BE ESTABLISHED AT PLANTING TO HOLD WATERING, SAUCERS ARE TO BE MAINTAINED UNTIL PLANTS ARE FULLY ESTABLISHED, (APPROX. 2 YEARS). 16. TREE STAKING SHALL BE REQUIRED FOR PLANTS TALLER THAN 6 FEET OR WITH A TREE CALIPER GREATER THAN 1 ". USE TWO 3" DIA. OR 2"X2" WOOD STAKES, 6-0" LENGTH. STAKES SHALL BE PLACED A MIN. OF 18" INTO ADJACENT GROUND. TREE GUYS SHALL BE "ARBORTIE", A UV DEGRADABLE NYLON WEBBING AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 8" CONTAINER ;ROWN SHRUB 3" MULCH LAYER COMPACTED SUBGRADE )PSOIL MIX TAMPED TOPSOIL UNDER BALL SHRUB PLANTING DETAIL SOIL REQUIREMENTS AND AMENDMENTS: 1. SOIL REQUIREMENTS A. SOIL FOR PLANTING BEDS SHOULD BE DOUBLE -DUG 6 TO 8 INCHES DEEP. PRIOR TO SOIL PREPARATION, A REPRESENTATIVE SAMPLE SHOULD BE TAKEN FROM EACH AREA AND ANALYZED AT A UNIVERSITY OR COMMERCIAL SOIL TESTING LABORATORY. TOP SOIL SHOULD BE DRY, LOOSE, AND FREE OF DEBRIS. WHERE HARDPAN EXISTS BENEATH THE PREPARED BED, DEEPER PREPARATION MAY BE SPECIFIED. THE LANDSCAPE CONTRACTOR SHOULD IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER IF ANY BEDS DO NOT DRAIN PROPERLY. B. A REPRESENTATIVE SOIL SAMPLE SHOULD BE TESTED FOR PH, ORGANIC MATTER CONTENT, POUNDS PER ACRE AVAILABLE P205 (PHOSPHATE) AND POUNDS PER ACRE AVAILABLE K20 (POTASH). BASED ON THE LABORATORY REPORT, THE SOIL SHOULD BE AMENDED TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED: PH: 5.5 TO 6.5 ORGANIC MATTER: 5% PHOSPHATE: 50 LB./ACRE POTASH: 120 LB./ACRE 2. AMENDMENTS A. ORGANIC MATTER SHALL BE COMPOST, OR LOCALLY AVAILABLE ORGANIC WASTE. ORGANIC MATTER SHOULD BE FREE FROM DEBRIS, WEED SEEDS, AND INSECTS WHICH MAY BE HARMFUL TO THE INTENDED PLANTING. B. SYNTHETIC FERTILIZERS, IF PREFERRED BY THE CONTRACTOR, SHOULD BE SPECIFIED TO PROVIDE THE NUTRIENTS AS REQUIRED BY THE SOIL TEST. THEY SHOULD BE DELIVERED TO THE JOB SITE IN THEIR ORIGINAL PACKAGING WITH LEGIBLE, INTACT LABELS INDICATING NUTRIENT CONTENT AND SOURCE. LABELS SHOULD BE CHECKED PRIOR TO USE AND A SAMPLE MAY BE REQUESTED FOR LABORATORY ANALYSIS. ALL SYNTHETIC FERTILIZERS SHALL COMPLY WITH THE COUNTY'S SAFER CHEMICAL POLICY. C. NATURAL FERTILIZERS INCLUDE MINERALS, SUCH AS ROCK PHOSPHATE OR GREENS AND AS WELL AS THOSE USUALLY MARKETED AS "ORGANIC". WHEN THESE SOURCES OF NUTRIENTS ARE PREFERRED, THEY SHALL BE SPECIFIED IN TYPE AND QUANTITY TO PROVIDE THE NUTRIENTS AS SHOWN NECESSARY BY THE LABORATORY SOIL TEST. STANDARDIZED, COMMERCIAL FERTILIZERS SHALL BE DELIVERED TO THE SITE IN THEIR ORIGINAL PACKAGING WITH LEGIBLE INTACT LABELS SHOWING NUTRIENT ANALYSIS. WHERE NON -COMMERCIALLY PROCESS MANURE OR OTHER ORGANIC WASTE IS SPECIFIED FOR ITS ASSUMED NUTRIENT CONTENT, SAMPLES MUST BE SUBMITTED BY THE LANDSCAPE CONTRACTOR TO A COMMERCIAL LABORATORY FOR ANALYSIS SO THE NUTRIENT LEVELS CAN BE ASSESSED PRIOR TO APPLICATION AND A PROPER APPLICATION RATE CAN BE DETERMINED. D. SULFUR, WHERE REQUIRED TO LOWER PH, MAYBE SPECIFIED AS EITHER GROUND SULFUR (FLOWERS OF SULFUR) OR IRON SULFATE WHERE TOXICITY IS NOT A PROBLEM. THE LANDSCAPE CONTRACTOR SHALL DELIVER THE SULFUR TO THE SITE IN ITS ORIGINAL CONTAINER WITH LEGIBLE LABEL INDICATING ITS QUALITY. A SAMPLE MAY BE REQUIRED FOR LABORATORY VERIFICATION. E. LIMESTONE SHALL BE EITHER GROUND AGRICULTURE LIMESTONE OR DOLOMITE LIMESTONE WHERE MAGNESIUM DEFICIENCIES EXIST. LIMESTONE PROVIDED AT THE SITE BY THE LANDSCAPE CONTRACTOR SHALL BE PROVIDED IN THE ORIGINAL PACKAGING, LEGIBLY LABELED WITH FINENESS AND LIMING ABILITY SHOWN. A SAMPLE MAY BE REQUESTED FOR LABORATORY ANALYSIS. F. STALITE PERMATILL, CU SOIL, OR APPROVED EQUAL STRUCTURAL SOIL HORTICULTURAL AMENDMENT TO BE USED TO CONDITION TREE HOLE. BACKFILL IN ACCORDANCE WITH SUPPLIER'S INSTRUCTIONS. TREE PLANTING DETAIL UNDER BALL PER W/ AP TOP 1/3 AP JLCH LAYER 4" TOPSOIL BERM TO FORM SAUCER 'LANTING 3OIL MIX E. CAMPBELL BOLTON y Lie. No. 051495 4/11/22 A vJ Q ui 0 w Q U U) 0 z a LU z LU U w U z w z LU z O U LU J C� G Mw W Q z rr w �O vJ 0 N N 06 mm N cm CD Q M p CC C d K °> >LLv o::c o^ 3 L N v REVISIONS DESIGNED BY: DAA DRAWN BY: ECB CHECKED BY: CAH SCALE: N/A DATE: APRIL 11, 2022 PROJECT NUMBER: 2100656 Q z D O U Lu J rr W m J Q LL z W W rr Q z O W NOT TO SCALE NOT TO SCALE L1.1