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Home My WebLink AboutSDP201400016 Plan - Approved 2014-02-18F t t w • • #Iik I !.� MINOR SITE PLAN AMENDMENT SCOTTSVILLE DISTRICT ALBEMARLE COUNTY , VA LEGEND: APRIL 16, 2014 O O 0 O-� oT 322,,9 6 m 0 a 0 aG 0 a 0 ZA x x UGE W G Comm S OHE RCP F� A GRATE INLET 110 - 886.004 STORM SEWER MANHOLE February 11, 2014 SANITARY SEWER MANHOLE CLEAN OUT DEC ELECTRIC METER LAL GROUND LIGHT DJR ELECTRIC JUNCTION BOX A/C UNIT LIGHT POLE POWER POLE GUY WIRE TELEPHONE MARKER GROUND SHOT STAND PIPE SPIGOT WATER VALVE FIRE HYDRANT WATER METER GAS METER GAS VENT PIPE GAS VALVE GASLINE MARKER MISCELLANEOUS ROOF DRAIN POST BOLLARD FLAG POLE TELEPHONE MANHOLE FLY TRAVERSE BENCHMARK PROPOSED CURB EXISTING CURB PROPOSED EDGE OF ROADWAY (GRAVEL OR PAVEMENT) EXISTING EDGE OF ROADWAY (GRAVEL OR PAVEMENT) PROPOSED STORM SEWER EXISTING STORM SEWER WOODLINE FENCE CHAIN LINK FENCE WOODEN FENCE DITCH (C /L) UNDERGROUND ELECTRIC LINE (PAINT) WATERLINE (PAINT) GAS LINE (PAINT) UNDERGROUND COMMUNICATION LINE (PAINT) SANITARY SEWER OVERHEAD ELECTRIC LINE REINFORCED CONCRETE PIPE PROPOSED PAVEMENT MISS UTILITY Cale Elementary Mil v School Cree I �0� ,�� Project Location O.? V AIZI 40) AO IT CALL "MISS UTILITY AT 1- 800 - 552 -7001, 48 HOURS PRIOR TO THE START OF WORK. THE EXCAVATOR MUST NOTIFY ALL PUBLIC UTILITY COMPANIES WITH UNDER GROUND FACILITIES IN THE AREA OF PROPOSED EXCAVATION AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES-PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH REQUIREMENTS OF THE ALBEMARLE COUNTY CODE. Aeb VICINITY MAP NOT TO SCALE f Monticello High School Tandem Friends School, �O ��e Rd Sco��'sv tS •�' DRAWING LIST C1.0 COVER SHEET C2.0 GENERAL NOTES C2.1 CIVIL DETAILS C2.2 CIVIL DETAILS C3.0 EXISTING CONDITIONS PLAN C4.0 SITE DIMENSIONAL PLAN C5.0 GRADING PLAN C6.0 STORMWATER MANAGEMENT PLAN C7.0 TREE CANOPY EXHIBIT C8.0 LANDSCAPING PLAN C9.0 TREE REPLACEMENT PLAN APPROVALS ALBEMARLE COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING ARCHITECTURAL REVIEW BOARD DEPARTMENT OF INSPECTIONS - FIRE OFFICIAL ALBEMARLE CO. SERVICE AUTHORITY FIRE RESCUE VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION DATES & HOURS OF WORK THIS PROJECT HAS VERY SPECIFIC CONSTRUCTION DATES & HOURS OF WORK: ALLOWED DATES OF CONSTRUCTION (SUBSTANTIAL COMPLETION): JUNE 16, 2014 - AUGUST 8, 2014 HOURS OF WORK: 7:00 A.M. - 8:00 P.M. SUNDAY THROUGH SATURDAY (7 DAYS A WEEK ALLOWED) GENERAL NOTES 1. NAME OF DEVELOPMENT `AND PROJECT: THE NAME OF THE DEVELOPMENT IS CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS. 2. LOCATION OF PROJECT: CALE ELEMENTARY SCHOOL 1757 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 3. MAGISTERIAL DISTRICT: SCOTTSVILLE E 4. ZONING /OVERLAY DISTRICT: R -1, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA 5. USE: COMPREHENSIVE PLAN AREA: NEIGHBORHOOD 4 s COMPREHENSIVE PLAN LAND USE - PRIMARY: INSTITUTIONAL COMPREHENSIVE PLAN LAND USE - SECONDARY: URBAN DENSITY LAND USE - PRIMARY: `PUBLIC 6. TAX MAP AND PARCEL NO.: 09100 -00 -00 -01300 7. NAME OF OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD, c/o SUPERINTENDENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 8. NAME OF DEVELOPER: COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT ATTENTION: MR. BLAKE ABPLANALP 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 -4596 PHONE: 434 - 872 -4501 FAX: 434 - 972 -4091 9. PLANS PREPARED BY: A. MORTON THOMAS & ASSOCIATES, INC. ATTENTION: DON RISSMEYER 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VA 23235 PHONE: 804- 276 -6231 FAX: 804 - 276 -6233 10. SEQUENCE AND TIMING -.OF CONSTRUCTION PHASING: ONE PHASE, SUMMER OF 2014. 11. DATUM REFERENCE FOR ELEVATION: PROJECT REFERENCED TO THE NAVD 88 VERTICAL DATUM AND THE NAD83 HORIZONTAL DATUM, VIRGINIA STATE PLANE COORDINATES SYSTEM, GEOID 12A, SOUTH ZONE. UNITS ARE MEASURED IN US SURVEY FEET. 12. SOURCE OF THE TOPOGRAPHY AND SURVEY: FIELD DATA OBTAINED BY A. MORTON THOMAS AND ASSOCIATES, INC. PERFORMED JANUARY 13 2014. a 13. PARKING CALCULATIONS: EXISTING PARKING: 12 BUS SPACES 6 ACCESSIBLE SPACES 112 STANDARD SPACES PROPOSED PARKING: 26 STANDARD SPACES (138 TOTAL) 14. AMOUNT OF IMPERVIOUS SURFACE OF PROJECT SITE: EXISTING: 683 S.F. PROPOSED: 10,490 S.F. 15. WATERSHED INFORMATION: THE SITE IS LOCATED IN THE MOORE'S CREEK WATERSHED. 16. FLOODPLAINS: ACCORDING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY, THE PROPOSED IMPROVEMENTS ARE NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN. 17. CRITICAL SLOPES: WORK WILL BE LIMITED TO MANAGED CRITICAL SLOPE AREAS AS DEPICTED ON THESE PLANS. 18. AMOUNT OF LAND DISTURBANCE: TOTAL = 0.45 AC. 19. PARKING AREA: TOTAL = 4,321 S.F. 20. DRIVE AISLE AREA: TOTAL = 5,233 S.F. Subirutt:.ii type Reviewed and Approved by the Community Development Department Date 44 Z( LLq_ Fite# 1LYDi' Zo1y6dplk0 AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE COVER SHEET SHEET C1 ■ SHEET 1 OF 11 ADJACENT PROPERTIES 1. TAX MAP AND PARCEL NO.: SHELHORSE, CLAUDE S. JR. OR VIRGINIA BAUMAN, JOHN K. OR EVA L. Planting Dates 091 AO -00 -00 -05300 2068 AVINITY LOOP 17. TAX MAP AND PARCEL NO.: 117 GALAXIE FARM LN. • 09100 -00 -00 -03510 10 TAX MAP AND PARCEL NO.: ZONING: PLANNED RESIDENTIAL DEVELOPMENT 27. TAX MAP AND PARCEL NO.: 1 USE: RESIDENTIAL - TOWNHOUSE 26. ZONING: PLANNED RESIDENTIAL DEVELOPMENT 091AO -00 -00 -03400 09100- 00- 00 -012BO USE: RESIDENTIAL - TOWNHOUSE 09100- 00- 00 -012CO ZONING: R -1 RESIDENTIAL C USE: RESIDENTIAL - TOWNHOUSE USE: RESIDENTIAL - SINGLE FAMILY USE: RESIDENTIAL - SINGLE FAMILY • ZONING: PLANNED RESIDENTIAL DEVELOPMENT (Setaria italics) ZONING: R -1 RESIDENTIAL 2016 AVINITY LOOP NAME OF OWNER: MCEACHERN, MATTHEW D. OR RACHEL 0. CHARLOTTESVILLE, VA 22902 USE: RESIDENTIAL - TOWNHOUSE 2058 AVINITY LOOP NAME OF OWNER: USE: UNASSIGNED 2. TAX MAP AND PARCEL NO.: NAME OF OWNER: CARRERA, JOSEPH F. OR CARLOYN A. AVON PROPERTIES, LLC NAME OF OWNER: 2014 AVINITY LOOP NAME OF OWNER: 321 E MAIN ST SUITE 201 CRAIG ENTERPRISES, INC. CHARLOTTESVILLE, VA 22902 GALAXIE, LLC 3- CHARLOTTESVILLE, VA 22901 P.O. BOX 6156 912 E HIGH ST. CHARLOTTESVILLE, VA 22906 19. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 22902 2. TAX MAP AND PARCEL NO.: 091 AO -00 -00 -05400 09100 -00 -00 -01400 11. TAX MAP AND PARCEL NO.: ZONING: PLANNED RESIDENTIAL DEVELOPMENT 28. TAX MAP AND PARCEL NO.: ZONING: PLANNED RESIDENTIAL DEVELOPMENT 091AO -00 -00 -03500 USE: RESIDENTIAL - TOWNHOUSE 09100 -00 -00 -01200 3 USE: RESIDENTIAL - SINGLE FAMILY ZONING: PLANNED RESIDENTIAL DEVELOPMENT ZONING: PLANNED DEVELOPMENT MIXED USE: RESIDENTIAL - TOWNHOUSE NAME OF OWNER: COMMERCIAL NAME OF OWNER: MCARTOR, PAUL D. OR JENNIFER G. USE: RESIDENTIAL - SINGLE FAMILY AVON PROPERTIES, LLC NAME OF OWNER: 2012 AVINITY LOOP 4. P.O. BOX 1467 MISINEC, MARCUS LEO OR LAURA ANN CHARLOTTESVILLE, VA 22902 NAME OF OWNER: CHARLOTTESVILLE, VA 22902 O'DONNELL- MISINEC ALBEMARLE HEALTH CARE CENTER, LLC 2054 AVINITY LOOP 20. TAX MAP AND PARCEL NO.: 2917 PENN FOREST BLVD. 5- 3. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 22902 091 AO -00 -00 -05500 ROANOKE, VA 24018 091 AO -00 -00 -02700 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 6 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 12. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - TOWNHOUSE 29. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - TOWNHOUSE 091AO -00 -00 -03600 09100- 00- 00 -001DO ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: ZONING: LIGHT INDUSTRY 7. NAME OF OWNER: USE: RESIDENTIAL - TOWNHOUSE BIEBER, BRYAN ROSS USE: INDUSTRIAL JORDAN, DONNA M. 2010 AVINITY LOOP 2078 AVINITY LOOP NAME OF OWNER: CHARLOTTESVILLE, VA 22902 NAME OF OWNER: CHARLOTTESVILLE, VA 22902 BEHREND, JEFF A. OR ANGELA G. SHERMAN DOMINION CRANE & RIGGING INC C/O FISCHER 2052 AVINITY LOOP 21. TAX MAP AND PARCEL NO.: & COMPANY - URI g 4. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 29902 091 AO -00 -00 -05600 13455 NOEL ROAD, SUITE 1900 091 AO -00 -00 -02800 ZONING: PLANNED RESIDENTIAL DEVELOPMENT DALLAS, TX 75240 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 13. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - TOWNHOUSE USE: RESIDENTIAL - TOWNHOUSE 091 AO -00 -00 -03700 30. TAX MAP AND PARCEL NO.: ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: 091CO- 00- 00 -000A2 NAME OF OWNER: USE: RESIDENTIAL - TOWNHOUSE WEAVER, CHRISTOPHER D. OR JENNIFER L. ZONING: PLANNED RESIDENTIAL DEVELOPMENT 9- STEVENSON, RICHARD J. 2008 AVINITY LOOP USE: RESIDENTIAL - SINGLE FAMILY 2076 AVINITY LOOP NAME OF OWNER: CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 HEIM, JOSHUA B. OR JASDEEP K. NAME OF OWNER: 2050 AVINITY LOOP 22. TAX MAP AND PARCEL NO.: MILL CREEK PUD HOME OWNERS ASSOC. INC 5. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 22902 09100 -00 -00 -01400 P.O. BOX 1301 091 AO -00 -00 -02900 ZONING: PLANNED RESIDENTIAL DEVELOPMENT CHARLOTTESVILLE VA, 22902 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 14. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - SINGLE FAMILY 1 0. USE: RESIDENTIAL - TOWNHOUSE 091AO -00 -00 -03800 ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: NAME OF OWNER: USE: RESIDENTIAL - TOWNHOUSE AVON PROPERTIES, LLC GHUMMAN, BALWANT S. OR HARVINDER K. P.O. BOX 1467 4314 HOLLOWSTONE CT NAME OF OWNER: CHARLOTTESVILLE, VA 22902 CHANTILLY, VA 20151 BUSH, ANDREW Q. OR ERIN M. 2048 AVINITY LOOP 23. TAX MAP AND PARCEL NO.: 6. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 22902 09100- 00- 00 -016CO 091AO -00 -00 -03000 ZONING: R -1 RESIDENTIAL ZONING: PLANNED RESIDENTIAL DEVELOPMENT 15. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - SINGLE FAMILY 11 USE. RESIDENTIAL - TOWNHOUSE 091A0-00-00-04500 091 AO -00 -00 -04600 NAME OF OWNER: NAME OF OWNER: 091AO -00 -00 -04700 MOSS ACQUISITIONS, LLC STAUBS, CHERYL L. 091AO -00 -00 -04800 321 E. MAIN ST. 2072 AVINITY LOOP 091AO -00 -00 -04900 CHARLOTTESVILLE VA, 22902 CHARLOTTESVILLE, VA 22902 091AO -00 -00 -05000 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 24. TAX MAP AND PARCEL NO.: 1 7. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - TOWNHOUSE 09100 -00 -00 -01500 091 AO -00 -00 -03100 ZONING: R -1 RESIDENTIAL ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: USE: RESIDENTIAL - SINGLE FAMILY USE: RESIDENTIAL - TOWNHOUSE CRAIG ENTERPRISES, INC. 1 P.O. BOX 6156 NAME OF OWNER: NAME OF OWNER: CHARLOTTESVILLE, VA 22906 HAYNES, JASPER L. OR MALLIE P. PIEDMONT NEIGHBORHOODS LP P.O. BOX 422 11111 SUNSET HILLS RD SUITE 200 16. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE VA, 22902 -0422 1 RESTON, VA 20190 091AO -00 -00 -05100 ZONING: PLANNED RESIDENTIAL DEVELOPMENT 25. TAX MAP AND PARCEL NO.: 8. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL- TOWNHOUSE 09100- 00- 00 -012AO 091AO -00 -00 -03200 ZONING: R -1 RESIDENTIAL ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: USE: RESIDENTIAL - SINGLE FAMILY DDITIONAL EROSION AND SEDIMENT CONTROL NOTES ANY SEDIMENT TRACKED OFF -SITE ONTO THE EXISTING PARKING LOT OR PUBLIC ROAD WAYS WILL BE REMOVED BY THE END OF EACH DAY. THE EROSION AND SEDIMENT CONTROL PLAN ALONG WITH THE VIRGINIA ESC HANDBOOK SHALL BE KEPT ON -SITE. INSPECTIONS: SITE MUST BE INSPECTED BY A CERTIFIED RLD OR EQUIVALENT, EVERY 14 CALENDAR DAYS OR WITHIN 48 HOURS OF SIGNIFICANT RAINFALL EVENTS (0.5" OR GREATER) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 8:OOPM. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE ALL APPLICABLE EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS /1000 SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS /ACRE AND CONSIST OF 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS /100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED. 2. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 3. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G). 4. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B). USE: RESIDENTIAL - TOWNHOUSE TAYLOR, DIIJON T. p NAME OF O NER- OR KIMBERLY EROSION CONTROL NARRATIVE W NAME OF OWNER: 2018 AVINITY L00 CHARLOTTESVILLE, VA 22902 SHELHORSE, CLAUDE S. JR. OR VIRGINIA BAUMAN, JOHN K. OR EVA L. Planting Dates THOMAS SHELHORSE P 2068 AVINITY LOOP 17. TAX MAP AND PARCEL NO.: 117 GALAXIE FARM LN. • CHARLOTTESVILLE, VA 22902 091AO -00 -00 -05200 CHARLOTTESVILLE, VA 22902 ZONING: PLANNED RESIDENTIAL DEVELOPMENT E 9. TAX MAP AND PARCEL NO.: USE: RESIDENTIAL - TOWNHOUSE 26. TAX MAP AND PARCEL NO.: 091 AO -00 -00 -03300 Feb. 16 - Apr. 30 09100- 00- 00 -012BO ZONING: PLANNED RESIDENTIAL DEVELOPMENT NAME OF OWNER: ZONING: R -1 RESIDENTIAL C USE: RESIDENTIAL - TOWNHOUSE MARTIN, EDWIN M. JR. OR NANCY ANN USE: RESIDENTIAL - SINGLE FAMILY • 50 SPANGLER (Setaria italics) NAME OF OWNER: 2016 AVINITY LOOP NAME OF OWNER: MCEACHERN, MATTHEW D. OR RACHEL 0. CHARLOTTESVILLE, VA 22902 FRAZIER, BEN & MARGARET A. 2058 AVINITY LOOP 107 GALAXIE FARM LANE CHARLOTTESVILLE, VA 22902 18. TAX MAP AND PARCEL NO.: CHARLOTTESVILLE, VA 22902 A ')ION AND ' FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50 -30 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 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, 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. ES -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. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ROJECT DESCRIPTION THIS PROJECT CONSISTS OF IMPROVEMENTS TO EXISTING ELEMENTARY SCHOOL PARKING LOTS. XISTING CONDITIONS THE SITE CONSISTS OF A GRASSED AREA. RITICAL EROSION AREAS CARE MUST BE TAKEN TO MINIMIZE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE EXISTING PARKING LOT AND PUBLIC ROADS. ROADS SHALL BE CLEANED PER VESCH STANDARDS AS NECESSARY. EXTREME CARE MUST BE USED TO PREVENT SEDIMENT RUN -OFF TO THE SOUTH TOWARD THE DRAINAGE DIVIDE. ALL CONSTRUCTED SLOPES GRADED STEEPER THAN 3:1 SHALL RECEIVE EC -2 LINING IMMEDIATELY AFTER FINAL GRADE IS ACHIEVED. EXISTING CULVERTS AND INLETS ARE TO REMAIN AND MUST BE PROTECTED TO PREVENT SEDIMENT DEPOSIT OR "SILTING -UP" OF THE PIPES. PIPES SHALL BE CLEANED AND INSPECTED BY THE CONTRACTOR PRIOR TO FINAL PROJECT ACCEPTANCE. )JACENT AREAS THE ELEMENTARY SCHOOL IS LOCATED NEAR A RESIDENTIAL NEIGHBORHOOD. CONSTRUCTION WILL HAVE A TEMPORARY IMPACT ON ADJACENT AREAS (NOISE POLLUTION, TRAFFIC INTERRUPTIONS, ETC.) -SITE AREAS THERE ARE NO BORROW, WASTE OR SURPLUS AREAS ANTICIPATED WITH THIS PROJECT. DILS THE PROJECT SITE HAS SOILS CLASSIFIED AS MYERSVILLE SILT LOAM. ZOSION AND SEDIMENT CONTROL MEASURES THE FOLLOWING VESCH CONTROLS ARE TO BE USED: •• SILT FENCE PER PER STD. 3.05 •• INLET PROTECTION PER STD. 3.07 •• CULVERT INLET PROTECTION PER STD. 3.08 •• DIVERSION DIKE PER STD. 3.09 **SEDIMENT TRAP PER STD. 3.13 •• PERMANENT SEEDING PER STD. 3.32 •• MULCHING PER STD. 3.35 THE FOLLOWING ALBEMARLE COUNTY CONTROLS ARE TO BE USED: •• CONSTRUCTION ENTRANCE ANAGEMENT STRATEGIES SEDIMENT TRAPPING AND DIVERTING MEASURES ARE TO BE INSTALLED AS THE FIRST STEP IN CONSTRUCTION. RMANENT STABILIZATION ALL DISTURBED AREAS THAT REQUIRE SEEDING SHALL BE WATERED EVERY DAY BY CONTRACTOR FOR FIRST TWO WEEKS UNTIL GERMINATION AND THEN AS NEEDED THEREAFTER. CONTRACTOR WILL BE REQUIRED TO ESTABLISH AND MAINTAIN A "GOOD" STAND OF GRASS VEGETATION BEFORE APPROVAL BY THE COUNTY. AT THE DISCRETION OF THE COUNTY, EROSION CONTROL BLANKETS MAY BE REQUIRED TO ESTABLISH STABILIZATION. SEQUENCE OF CONSTRUCTION 1. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE PRIOR TO START OF CONSTRUCTION WORK AS SHOWN IN THE PLANS. 2. INSTALL GRATE INLET AND STORMWATER CONVEYANCE SYSTEM INCLUDING ASSOCIATED EROSION AND SEDIMENT CONTROL MEASURES. ALSO INSTALL ASPHALT CURB ALONG PERIMETER OF BASKETBALL COURT. 3. INSTALL SEDIMENT TRAP AND DIVERSION DIKES AS SHOWN IN THE PLANS. 4. REMOVE OR RELOCATE EXISTING IMPROVEMENTS AS SHOWN IN THE PLANS. GRADE SITE TO SUB -GRADE ELEVATION. INSTALL CONCRETE AND PAVEMENT AS SHOWN ON THE PLANS. 5. AFTER ALL IMPROVEMENTS ARE COMPLETE, THE FINAL STABILIZATION AND LANDSCAPING SHALL BE DONE. 6. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT INITIAL CONSTRUCTION WORK. A) ALL ESC MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH RUNOFF PRODUCING EVENT BY CERTIFIED RLD. B) ADDITIONAL ESC MEASURES SHALL BE INSTALLED AS REQUIRED BY THE COUNTY. 7. NO OFF -SITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFF -SITE LAND DISTURBANCE ACTIVITIES WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE CONTRACTOR. 8. REMAINING ESC MEASURES WILL NOT BE REMOVED UNTIL THE LAST STAGE OF CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO 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. EROSION AND SILTATION MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED UNLESS OTHERWISE INDICATED. 5. ALL SLOPES SHALL BE 3:1 OR FLATTER. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL), SLOPES 2:1 SHALL HAVE LOW MAINTENANCE (NOT GRASS) GROUND COVER. 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 TO 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). U CTI 0 1: ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. TEMPORARY SEEDING NOTES TS DATE: TABLE 3.31 -B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Planting Dates Species Rate (Ibs. /acre] Sept. 1 - Feb. 15 50/50 Mix of LAL CHECKED BY: Annual Ryegrass (Lolium multi -florum & Cereal (Winter) Rye 50 - 100 (Secal a cereal e ) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi- florum) May 1 - Aug. 31 German Millet 50 (Setaria italics) A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP Lic. No. 26104..2 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 8724501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE GENERAL NOTES SHEET 16P x C2mO a\ I SHEET 2 OF 11 I•- -REFER TO PLAN—] CURB OPENING DETAIL NTS SM -9.5A PRIME COAT PER VDOT SPECS' i-8" 21 A STONE `— APPROVED SUBGRADE PAVEMENT DETAIL NTS 0 OP 0 C E E z X 4' -0" 3' -0" FABRIC TO BE NO. 9 A.S.W. GA. IN 1 -3/4" DIAMOND MESH THERMALLY FUSED. SELVAGE SHALL BE KNUCKLED AT TOP & BOTTOM STOP RAIL, 1 -5/8" O.D. LINE POST, 2 -1/2" O.D. CORNER POST, 4" O.D. 3' -6" 6' -0" 6" FLAT IRON METAL CAP (1/4" THICK) WELD CAP TO PIPE. GRIND EDGES ROUND AND SMOOTH SCH 40 STEEL PIPE DRILL 3/4" DIA. MACHINE BOLT THROUGH 7/8" DIA. HOLE DRILLED THROUGH BOTH PIPES DRILL 3/8" DIA. HOLE FROM END OF BOLT TO RECEIVE LOCK #6 GAUGE WIRE �i3Oi�i�i�i3Oi ��i�i�i�i�i3O� • � � , ♦t1♦ USED TO ATTACH PLACE EPDXY • POST ■ • (OPTIONAL) BOTTOM RAIL, 1 -5/8" O.D. 3'-61 MIN. (OR TO FROST DEPTH) ° 10' -0" MAX. 4' GALVANIZED CHAINLINK FENCE DETAIL NTS a 1' -3" DIA. CONCRETE FOOTING (TYP.) 6" TYP. A3 CONCRETE APPROVED SUBGRADE NOTES: 1. ALL BOLLARDS SHALL BE PAINTED WITH A REFLECTIVE TYPE PAINT, SPECIFIC COLOR OF YELLOW. 2. SEE SHEET C3.0 FOR SPECIFIC LOCATION OF BOLLARDS. REMOVEABLE STEEL BOLLARD NTS 6" A3 6" FLAT IRON METAL CAP (I /A" THI(%K) WELD CAP E. GRIND EDGES AND SMOOTH J STEEL PIPE LACE EPDXY ROUT ALL AROUND DPTIONAL) APPROVED SUBGRADE NU I Lb: 1. ALL BOLLARDS SHALL BE PAINTED WITH A REFLECTIVE TYPE PAINT, SPECIFIC COLOR OF YELLOW. 2. SEE SHEET C3.0 FOR SPECIFIC LOCATION OF BOLLARDS. FIXED STEEL BOLLARD N IS A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP a-4 RI YE ' Lic. No. 26104 -,4,!4 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalWalbemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3124/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET 4 4„ 2" 5" „ 2„ R 6» EXPANSION JOINT ,` %,�ii;�i��%;i� a ° ;� a °° (SEE NOTE BELOW) 4» » » 1/2» 3/8» 2" R \\ : a 2 R \� ° 6 °. 6 1 1 4" A3 CONCRETE CONTROL �� P �� SURFACE ° 13" a JOINT a . 2r (SEE NOTE 1» R a 16" �� SURFACE a °. e SMOOTH SURFACE ° BROOM FINISH BELOW) 14" �� ° a BASE NOTES: S ° THE BOTTOM OF THE CURB AMT FILE NO. 110- 886.004 BASE AND GUTTER MAY BE CONSTRUCTED PARALLEL TO DATE: February 11, 2014 1. 1/2" EXP. JOINTS SHALL BE PLACED , ` �� a a THE SLOPE OF SUBBASE a —21-02$ COURSES PROVIDED A SCALE: a A ° ° AT 30 INTERVALS AND AT ALL ?� a MINIMUM DEPTH OF 7" AREAS WHERE PAVING ABUTS OTHER " DESIGNED BY: DEC O O O O O O WALKS AND STRUCTURES (TYP.) I �6 THIS AREA MAY BE CONCRETE IS MAINTAINED. JOINT MATERIAL SHALL BE SEALED F�-7 "� AT THE OPTION OF THE CONTRACTOR DRAWN BY: LAL NOTES: NOTES: WATERTIGHT ON TOP (GRAY SIKA NOTES: CHECKED BY: DJR FLEX -227 OR APPROVED EQUAL). 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. THIS ITEM MAY BE PRECAST OR CAST IN 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PLACE. 4" VDOT 21 —A STONE 2. CONTROL JOINTS SHALL BE PLACED 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, . COMPACTED SUBGRADE AT 5' INTERVALS BOTH DIRECTIONS, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2 CONCRETE TO BE CLASS A3 IF CAST IN 4000 PSI IF PRECAST. 4000 PSI IF PRECAST. UNLESS NOTED OTHERWISE. PLACE, 4000 PSI IF PRECAST. SHEET TITLE CONCRETE SIDEWALK,ZAPRON COMBINATION CURB & CIVIL DETAILS NTS STANDARD 4 CURB - CG -3 STANDARD 6 CURB - CG -2 GUTTER - CG -6 NTS N TS NTS SHEET C2ml a�2 ` SHEET 3 OF 11 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FIL TOP OF FIL TOP OF FIL GROUND LINE .Q -• / Mlv d EARTH UP d ROCK OR UN- YIELDING SOIL d EARTH • . .•..; ' ��s . %i!!.!' BEDDING MIN. 1/10 D MATERIAL ED DING MATERIAL j.!.. BEDDING ERIAl_ MIN. 1/10 D "X" DIMENSION • . . �. 1 • TO THE TOP OF • • BE MAINTAINED NORMAL EARTH FOUNDATION DIMENSION TO BE MAINTAINED O' OF PIP] TO THE TOP OF PIPE. FOUNDATION SOFT, YIELDING, OR *MAY BE ELIMINATED UNDER ENTRANCE PIPE ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL WHERE DIRECTED BY ENGINEER. PIPE "PROJECTION ABOVE GROUND TOP OF FILL TOP OF F111 i��o'' k► o/eY�lG�l� o° 1 r 1 '••.'. ❖. ❖. ❖.•.O• .L000•. ...•� ': :•:: :• :�0 : ❖: :• :B • •. • •i•OPOOOiii Oiii•O. is •• ❖. INE LINE ROCK OR UN- 1711110, IN. 1/ 0 D EARTH MIN. 1/1 YIELDING SOIL BEDDING 11 • OR'f"DEPTH EARTH; 1- OF H, SHOWN ON PLANS. NORMAL EARTH FOUNDATION 24" MAX- ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL • •. ANCE WITH SECTION 302 OF ROAD 1 BRIDGE NOTES: SPECIFICATIONS FOR OF BE EXTENDED 12" ABOVE THE TOP OF THE PIPE. —BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWER NOTES ON SHEET 107.00. —EMBANKMENT CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I Sheet 1 of 31 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS • • PIPE BEDDING VIRGINIA DEPARTMENT OF TRANSPORTATION • I•- -REFER TO PLAN—] CURB OPENING DETAIL NTS SM -9.5A PRIME COAT PER VDOT SPECS' i-8" 21 A STONE `— APPROVED SUBGRADE PAVEMENT DETAIL NTS 0 OP 0 C E E z X 4' -0" 3' -0" FABRIC TO BE NO. 9 A.S.W. GA. IN 1 -3/4" DIAMOND MESH THERMALLY FUSED. SELVAGE SHALL BE KNUCKLED AT TOP & BOTTOM STOP RAIL, 1 -5/8" O.D. LINE POST, 2 -1/2" O.D. CORNER POST, 4" O.D. 3' -6" 6' -0" 6" FLAT IRON METAL CAP (1/4" THICK) WELD CAP TO PIPE. GRIND EDGES ROUND AND SMOOTH SCH 40 STEEL PIPE DRILL 3/4" DIA. MACHINE BOLT THROUGH 7/8" DIA. HOLE DRILLED THROUGH BOTH PIPES DRILL 3/8" DIA. HOLE FROM END OF BOLT TO RECEIVE LOCK #6 GAUGE WIRE �i3Oi�i�i�i3Oi ��i�i�i�i�i3O� • � � , ♦t1♦ USED TO ATTACH PLACE EPDXY • POST ■ • (OPTIONAL) BOTTOM RAIL, 1 -5/8" O.D. 3'-61 MIN. (OR TO FROST DEPTH) ° 10' -0" MAX. 4' GALVANIZED CHAINLINK FENCE DETAIL NTS a 1' -3" DIA. CONCRETE FOOTING (TYP.) 6" TYP. A3 CONCRETE APPROVED SUBGRADE NOTES: 1. ALL BOLLARDS SHALL BE PAINTED WITH A REFLECTIVE TYPE PAINT, SPECIFIC COLOR OF YELLOW. 2. SEE SHEET C3.0 FOR SPECIFIC LOCATION OF BOLLARDS. REMOVEABLE STEEL BOLLARD NTS 6" A3 6" FLAT IRON METAL CAP (I /A" THI(%K) WELD CAP E. GRIND EDGES AND SMOOTH J STEEL PIPE LACE EPDXY ROUT ALL AROUND DPTIONAL) APPROVED SUBGRADE NU I Lb: 1. ALL BOLLARDS SHALL BE PAINTED WITH A REFLECTIVE TYPE PAINT, SPECIFIC COLOR OF YELLOW. 2. SEE SHEET C3.0 FOR SPECIFIC LOCATION OF BOLLARDS. FIXED STEEL BOLLARD N IS A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP a-4 RI YE ' Lic. No. 26104 -,4,!4 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalWalbemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3124/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET 4 4„ 2" 5" „ 2„ R 6» EXPANSION JOINT ,` %,�ii;�i��%;i� a ° ;� a °° (SEE NOTE BELOW) 4» » » 1/2» 3/8» 2" R \\ : a 2 R \� ° 6 °. 6 1 1 4" A3 CONCRETE CONTROL �� P �� SURFACE ° 13" a JOINT a . 2r (SEE NOTE 1» R a 16" �� SURFACE a °. e SMOOTH SURFACE ° BROOM FINISH BELOW) 14" �� ° a BASE NOTES: S ° THE BOTTOM OF THE CURB AMT FILE NO. 110- 886.004 BASE AND GUTTER MAY BE CONSTRUCTED PARALLEL TO DATE: February 11, 2014 1. 1/2" EXP. JOINTS SHALL BE PLACED , ` �� a a THE SLOPE OF SUBBASE a —21-02$ COURSES PROVIDED A SCALE: a A ° ° AT 30 INTERVALS AND AT ALL ?� a MINIMUM DEPTH OF 7" AREAS WHERE PAVING ABUTS OTHER " DESIGNED BY: DEC O O O O O O WALKS AND STRUCTURES (TYP.) I �6 THIS AREA MAY BE CONCRETE IS MAINTAINED. JOINT MATERIAL SHALL BE SEALED F�-7 "� AT THE OPTION OF THE CONTRACTOR DRAWN BY: LAL NOTES: NOTES: WATERTIGHT ON TOP (GRAY SIKA NOTES: CHECKED BY: DJR FLEX -227 OR APPROVED EQUAL). 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. THIS ITEM MAY BE PRECAST OR CAST IN 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PLACE. 4" VDOT 21 —A STONE 2. CONTROL JOINTS SHALL BE PLACED 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, . COMPACTED SUBGRADE AT 5' INTERVALS BOTH DIRECTIONS, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2 CONCRETE TO BE CLASS A3 IF CAST IN 4000 PSI IF PRECAST. 4000 PSI IF PRECAST. UNLESS NOTED OTHERWISE. PLACE, 4000 PSI IF PRECAST. SHEET TITLE CONCRETE SIDEWALK,ZAPRON COMBINATION CURB & CIVIL DETAILS NTS STANDARD 4 CURB - CG -3 STANDARD 6 CURB - CG -2 GUTTER - CG -6 NTS N TS NTS SHEET C2ml a�2 ` SHEET 3 OF 11 595 590 585 :K 575 570 PROPOSED STORM SEWER PROFILE SCALE: HORZ 1 " = 10' VERT. 1 " = 5' Rock Chute Design Construction Detail (Version WI -April -2005, Based on Design of Rock Chutes by Robinson, Rice, Kadavy, ASAE, 1998) Revised for WisDOT 9/2010 Project: G Ie IemQtitaiy S hptTt County: All erw Designer: DEC Checked by: Date: 3/17/2014 Date: Design Values Quantitiess D50 dia. = 10.0 in. Rock= 21 yd' Rock0,t® thickness = 20.0 in. Geotextile (WCS -13)b = 57 yd2 Inlet apron length = 3 ft Outlet apron length= 6 ft. Radius = 28 ft. Notes: a Rock and geotextile quantities are determined from x- section below (neglect radius). b Geotextile shall be overlapped (18An. minimum) and anchored (184n. minimum along sides Upstream and 24-in. minimum on the ends) - quantity not included Channel o I Inlet m Channel Inlet apron elev. = 573.8 ft Point No. Descripti on 1 2 7S; 3 Rock 2 Pant of curvature (PC) Slope - 0.005 tt/ft• Inle. 3 Pant of intersection (PI) 10y, =3 ft. 4 Point of tangency (PT) Radius = 28 ft. tlet apron 2- THE "HI. BEEN" SHOWN ON THE a ev. = 567.4 tt Downstream WILL BE MEASURED FROM THE INVERT OF + LBS 1 43.19 LBS Geotexti (CGNNE�' Channel 0.17 APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. Slope = 0.01 ft. /fL 0.21 cV -- O 0 Outlet a ro I� " o of ICIDE 11AL TO THE SHINING IS TO BE 19 ft. 6 ft. U) O 0 o r- o Hn 3'-6" 24" rn r 00 Sta. Elevation oL ? to o (1) 3+00.0 573.8 ft. M> to�z 4' -6" (2) OD-z--c) Ln- 573.8 ft > > 6'-1 3/4" (3) 3+03.0 MRZ Z 1/2" 2'-3 1/4" (4) PROP. 572.4 ft To width = 5 It Berm GRADE 3 +22.2 567.4 ft 42" EXIST. (6) 3 +28.2 567.4 ft. GROUND 48" (7) 3 +30.7 568.4 ft. Freeboard =0.5 ft 'y= 7' -0" 54" / 0 5" 1L 0.46 ft. 2' -11' 6" P -VC 12" RCP CL.III 3 3' -3" DOT Class Al Riprap 6" PVC A S =3.52 A Rock / 12" RCP CL.III 2 ft thickness= 20 in. ES -1 L =24' 2 B' = 26 ft. INV OUT= 573.85 S =0.55% 0 0 0 0 + 0 °+ 0 + N N N PROPOSED STORM SEWER PROFILE SCALE: HORZ 1 " = 10' VERT. 1 " = 5' Rock Chute Design Construction Detail (Version WI -April -2005, Based on Design of Rock Chutes by Robinson, Rice, Kadavy, ASAE, 1998) Revised for WisDOT 9/2010 Project: G Ie IemQtitaiy S hptTt County: All erw Designer: DEC Checked by: Date: 3/17/2014 Date: Design Values Quantitiess D50 dia. = 10.0 in. Rock= 21 yd' Rock0,t® thickness = 20.0 in. Geotextile (WCS -13)b = 57 yd2 Inlet apron length = 3 ft Outlet apron length= 6 ft. Radius = 28 ft. Notes: a Rock and geotextile quantities are determined from x- section below (neglect radius). b Geotextile shall be overlapped (18An. minimum) and anchored (184n. minimum along sides Upstream and 24-in. minimum on the ends) - quantity not included Channel o I Inlet m Channel Inlet apron elev. = 573.8 ft Point No. Descripti on 1 2 7S; 3 Rock 2 Pant of curvature (PC) Slope - 0.005 tt/ft• Inle. 3 Pant of intersection (PI) 10y, =3 ft. 4 Point of tangency (PT) Radius = 28 ft. tlet apron NOTES: 1. RIPRAP SHALL BE VDOT CLASS Al RIPRAP AND INSTALLED IN ACCORDANCE WITH VDOT SPECIFICATIONS. 2. GEOTEXTILE FABRIC SHALL BE PROVIDED UNDER RIPRAP. RIPRAP CHUTE NTS DETAIL A bit 10N �. • �a NIO - q = •o 595 590 585 575 570 UP TO UP TO FRAME AND GRATE SHALL BE - D +2T - Y2 SECTION CAST RON Yx SECTION STEEL NOTES 2'-7" LUGS TO BE T_yle L 2W x 21/=" x r /4" t DEPTH OF NLET 00 TO BE SHOWN ON OWrrH LLAR _y , 10' -4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE B STANDARD DMA A N DRAM 2- THE "HI. BEEN" SHOWN ON THE i ev. = 567.4 tt Downstream WILL BE MEASURED FROM THE INVERT OF + LBS 1 43.19 LBS Geotexti (CGNNE�' Channel 0.17 APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. Slope = 0.01 ft. /fL 0.21 ACCORDANCE 4:1 Outlet a ro I� FRIG AM PLACING ALL MATERIALS 21" ICIDE 11AL TO THE SHINING IS TO BE 19 ft. 6 ft. 261 d = 1 ft. Stakeout Notes 3'-6" 24" 9 1/2" Point Sta. Elevation Profile Along Centerline of Rock Chute 27" (1) 3+00.0 573.8 ft. 6' -1" 4' -6" (2) 2+98.5 573.8 ft 1' -7 3/4" 6'-1 3/4" (3) 3+03.0 573.4 ft 1/2" 2'-3 1/4" (4) 3+07.3 572.4 ft To width = 5 It Berm (5) 3 +22.2 567.4 ft 42" Geotextile (6) 3 +28.2 567.4 ft. 6' -6" 48" (7) 3 +30.7 568.4 ft. Freeboard =0.5 ft 'y= 7' -0" 54" 54" 5" 1L 0.46 ft. 2' -11' Notes: 60" 3 3' -3" DOT Class Al Riprap 8' -3" 8' -0" Rock 2 ft thickness= 20 in. B' = 26 ft. 'Use H. throughout chute but less than d2. trot Rock Chute Cross Section Profile, Cross Sections, and Quantities NOTES: 1. RIPRAP SHALL BE VDOT CLASS Al RIPRAP AND INSTALLED IN ACCORDANCE WITH VDOT SPECIFICATIONS. 2. GEOTEXTILE FABRIC SHALL BE PROVIDED UNDER RIPRAP. RIPRAP CHUTE NTS DETAIL A bit 10N �. • �a NIO - q = •o 595 590 585 575 570 UP TO UP TO FRAME AND GRATE SHALL BE - D +2T - Y2 SECTION CAST RON Yx SECTION STEEL NOTES 2'-7" LUGS TO BE T_yle L 2W x 21/=" x r /4" t DEPTH OF NLET 00 TO BE SHOWN ON OWrrH LLAR _y , 10' -4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE B STANDARD DMA A N DRAM B 2- THE "HI. BEEN" SHOWN ON THE i STANDARDS No SPECIFIED ON THE PLANS ROHR sTG& I WILL BE MEASURED FROM THE INVERT OF + LBS 1 43.19 LBS THE OUTFALL PPE TO THE TOP OF THE (CGNNE�' STRUCTURE- PLAN "HM' DIMENSIONS ARE B 2- THE "HI. BEEN" SHOWN ON THE DIMENSIONS STANDARDS No SPECIFIED ON THE PLANS L WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PPE TO THE TOP OF THE .DNT STRUCTURE- PLAN "HM' DIMENSIONS ARE 0.17 APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 2'- 3- WHEN SPECIFIED ON THE PLANS THE 0.21 ACCORDANCE 4:1 WITH STANDS USNt�£ OF W I Y -3 4" FRIG AM PLACING ALL MATERIALS 21" ICIDE 11AL TO THE SHINING IS TO BE 2'-11' 94CLUDED N THE BD PRICE FOR THE Ya" x *„ x 4"_J / I r� Yar x 4" STRUCTURE. LIMNS r 12" _y tg1/i Cq�� 4 WT Ml � THE HIGHER ER TTH A THE STRUCTURE. THE INVERT SEE DETAIL A �1 OF THE STRUCTURE BE SHAPE WITH CEMENT MORTAR TO PREVENT SECTION B-B STA DI IG OR PO)DNO OF WA70 N THE � 371< - COQ OF FURNISHING COLLAR DETAIL PLACING AL MATERIALS INCIDENTA TO INLET SH APIN S TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE. DUMP NO WASTE CRAMS TO WATERWAYS R N 4'-0" OR GREATER, FOR DETAILS SEE DETAIL B STANDARD ST -t 6. .�F� THIS REM MAY BE PRECAST OR CAST - D U 2'"8 7. fk4 X V' SMOOTH DOWELS AT CLOTH I ( gEE oETA. PLACED N ALL A Ir REAS �/ID� BE w _ � #8 x 6* ° ODDODDDODODDDD PREVENT •8 x Ct" �7H � A 2 "X4" NOTCH MAY BE PROVIDED. 3" DIAMETER NONEDOD 3" DIAMETER ETE ESIM WEEP HOLE SEE NOTE 8 B. 3" DWETER WEEP MOLE 12"X12" PLASTIC HARDWARE CLOTH 1' IESFI OR GALVANIZED STEEL MM�MMUMI " _- ERNIE 3 �G-°M � NN G1 ° p00000DOOOOODO �, TO THE o,T� OF THE STRTO B E. D ° A • n 0. CAST N PLACE CONCRETE IR TO BE A ° 4, ' ° A > CLASS AS 0000 PSI). PRECAST CONCRETE IR TO BE 4000 PSI. SECTION A -A `" r 4.1 1D. ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL a WEETM TME T� ENGINEER MAY BE SUBSUMED FOR THE CAST IRON APPROXMATE WEIGHT LUGS /S SHOWN HEREON L- E PIPE - �L444400 CU. Y0. CAST IRON tL OI IV NO WASTE DRAINS TO WATERWAY C PPE - 1. CE f� 4" GRATE 363 iB LBS LETTERING IS REQUIRED ON ALL Ohl YD 24" PPE - 917 CU. YD, SECTION C -C SECTION D -D VARY BY w�iHI�ACTURERt LETTERING MAY ADDmDHW+L FFOOOT OFF DEPT. GRATE DETAIL - SPECIFICATION XVIDOT REFERENCE ROAD STANDARDS STANDARD DROP INLET SHEET 1 Of 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104 01 VIRGNA DEPARTMENT OF TRANSPORTATION 302 EXIST. ASPHALT EXIST. GROUND 4" CK COAT G f[ ASPHALT CURB FOR SLOPE EROSION CONTROL/ DIVERSION (PER VDOT MC -3 DETAIL) NOTES: 1. THOROUGHLY CLEAN UNDERLYING PAVEMENT BEFORE APPLYING TACK COAT. 2. ASPHALT SHALL BE SM -9.5A. NOTES: 1. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS. 2. STRUCTURE SHALL CONFORM TO ASTM C -478. 3. JOINTS SHALL BE SEALED WITH BUTYL RUBBER JOINT SEALANT MEETIN AASHTO M -19. 4. STEPS SHALL BE USED FOR MANHOLES WITH A DEPTH OVER 4' AND SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH Y2" GRADE 60 STEEL REBAR CONTINUOUS THROUGHOUT STEP MEETING ASTM 2146 -8 AND A -615. 5. DIMENSIONS D, T, AND B SHALL BE DETERMINED BASED UPON PIPE SIZE AND DIRECTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF STRUCTURE FOR APPROVAL. 719 STORM MANHOLE NTS EW -12 4 N T TO CALF A L 1 -1 1 t- _Er tom - L BEVEL SLOT DETAIL (PERMITTED FOR EASY FORM REMOVAL) A 2' -0" 6" FLAT TOP DETAIL SECTION A-A PIPE I.D. SLOPE DIMENSIONS CLONCRE E CUBIC YARDS L H 4" 2 =1 2' S' /" I' -2 i' 0.17 4" 4:1 4' -5•' 1' -P .0.28 6. 2:1 2'- 1' -5 i' 0.21 V. 4:1 5' -3" I Y -3 4" 1 0.35 EXPANDED STEEL MESH (FLATTENED) ISOMETRIC 4" X 8„ X 1132" MN. STEEL OR ALUMUNUM OR STEEL 08 INCH MIN, RIVIETS OR BOLTS ALUMINUM PLATE COMPATIBLE WITH POST MATERIAL ACE OF FOR U -TYPE ROLLED RAIL STEEL POST AT 1.33 LBS. /FT.OR o A.UMNUM ILLOY 6063-T6 O .78 LBS. /FT. UNDERDRAIN OUTLET MARKER DETAIL NOTES: I. TYPICAL. ENOWALL TO DE PLACED Al THE ENDS OF ALL UNDERDRAIN OUTLETS.BARRING LOCATIONS WHERE W40ERORAN IS TIED INTO OTHER DRAINAGE STRUCTURES. ENOWA.L TO BE INSTALLED PERPENDICULAR TO ROADWAY AND FLUSH WITH THE SLOPE. 2. OUTLET PIPES SHALL DE RIGIO NONPERFORATED. SMOOTH -BORE PIPE; MEETING THE REOUREMENTS OF 70 PSI TESTED ACCORDING TO ASTM 2412. J. EXPANDED STEEL MESH (FLATTENED) SHALL HAVE OPENINGS OF APPROX.' /Z' X t" AND WEIGH APPROX. 0.82 LOS. PER SO. FT. MESH SHALL BE GALVANIZED N ACCORDANCE WITH ASTU A -123. THE MESH SHALL EXTEND A MINIMUM OF 1" ABOVE THE O.D. OF THE PIPE, AND IS A BARRIER FOR RODENTS. ETC. THE SLOT FOR THE STEEL MESH IS TO BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES. 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS. IF PAINTED THE FINAL COAT SHALL BE NO. 13 ALUMINUM PANT OR NO. 11 WHITE PANT. 6. MARKER TO BE PLACED AT ALL EW-12 UNOERORAIN INSTALLATIONS. 7. MARKER WILL BE PAID FOR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. \V DOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN REFERENCE 105 SHEET 1 OF _1 REVISION DATE 233 101.32 4/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 END - SECTION 12" - 60" PIPE Hub end on outlet end-sections Spigot end on inlet end - sections iTl�f' I l i PLAN c B JtU, I IVIV lU-X Concrete to be 4,000 PSI Minimum Diameter o pe E END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2' -0" 4'-0" 2'-0" 15" 6" T -3" T -9" 4,-0" 2' -6" 18" 91. 9" T-9.. T -9" 4' -0" 3'-0" 21" 9 1/4" 2'-11' 2'-1" 5'-0" 3'-6" 24" 9 1/2" 3' -7" 2'-6" 6' -1" 4'-0" 27" 10 3/4" 4' -0" 2' -1" 6' -1" 4' -6" 30" 1' -91 1 4' -6" 1' -7 3/4" 6'-1 3/4" 1 5' -0" 33" I'll 1/2" 2'-3 1/4" 3•-3 3/4" 5' -6" 36" 36" 3" 2' -10 3/4" 2' -10 3/4" 8' -1 3/4" 42" 42" " 2' -11" 8'-2" 6' -6" 48" 48" 0" 2'-2" 8' -2" 7' -0" 54" 54" 5" 2' 2' -11' 60" 0" 3' -3" 3'-3" 8' -3" ALTERNATE END - SECTION 12" - 60" PIPE ES -1 Hub end on outlet end - sections X X Concrete to be E 4,000 PSI Minimum PLAN c B Steel fabric Line SECTION X -X Diameter of E. 1 Ppe END VIEW END SECTION DIMENSIONS 110 - 886.004 DATE: PIPE DIAL ETER A B C D E 12" 4" 2' -0" 4' -1" 6'-1" 2' -0" 15" 6" 2'-3" 3 '-10„ 6' -t" 2'-6" 18" 9" 2'-3" 3' -10" 6' -Y' 3' -0" 21" 91, 2' -11" 3' -2" 6' -Y' 3' -6" 24" 10" 3' -7" 2' -8" 6' -3" 4' -0" 27" 10 1/2" 4' -0" 2'-1 1/2" 6'-1 1/2" 4' -6" 30" 1' -0" 4' -6" l' -7 3/4" 6' -1 3/4" 5' -0" 33" 1'-1 1/2" 4'-10 1/2' 3•-3 3/4" 8' -1 3/4" 5' -6" 36" 1'-3" 5' -3" 2' -10 3/4" 8' -1 3/4" 6'-0" 42" 1' -9" 5' -3" 2'-tY' 48" 2' -0" 6' -0" 2' -2" 8' -2" 7' -0" 54" 2' -3" 5' -5" 2' -11' 8' 4" 7' -6" 5' -0" 3'-3" 8' -3" 8' -0" SLOPE DETAIL Notes= Pipe lengths shown on plans are based on End - Section design shown on the left. If the contractor elects to use the alternate design shown on the right, lengths will be reduced by the difference in dimension "0". SPECIFICATION REFERENCE I FLARED END - SECTION FOR CONCRETE PIPE CULVERTS 302 VIRGHHA DEPARTMENT OF TRANSPORTATION 102.01 AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP fR�, q t (O- /Y Lic. No. 26104 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalpQa albemlarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE CIVIL DETAILS SHEET 1`A C2m2 SHEET 4 OF 11 OL BUILDIN( i CONCRETE WALK i\ I � z� i Q1 II ryi i of i o� II U\ I � I ` Q I � 0 I 01 J 0 Q 1 � I � w L- w ry z0 I II U I I z Q I � 0 II tV5 LE\ I 8 . I, WATER 4� �s e 5 I NOTE: SEE SHEET C7.0 FOR LOCATIONS OF ADJACENT PROPERTY OWNERS. Peed PLAYGROUND GAME EQUIPMENT S LD r / RIM EL V. 587.64 r v r I INV. 5 6.50 r ' \ GAM E FEATURE 6 i ///'ASPHALT URFACE MULTI -US PLAYCOURT I i i r r / CQ 1� CONCRETE WALK SBS\ I i -_ - z i PLAYGROUND EQUIPMENT 1130 VDOT CG-2 CUR , 1 .70 //' — - - - - -- - -�\ \ \ W W W f BENCHMARK i , r HC ELEV. 584.61 -4'-CHAIN-LINK FENCE ' WAT/E� do PARKING / ``\ ASPHALT G \ PARKING MAG NAIL SET �' \\ N. 3886045.604 ---------- - - - - -- E. 11483028.663 5 ELEV. 583.84 _ g2 own 1 20' NO DISTURBAN CE SE I5 TBACK —_ SIDE YgRD S _ SACK LEGEND APPROXIMATE LOCATION OF gDj01 — —NING BOU NDARY LINE Fl—M-W-1, CRITICAL SLOPES / --------- - - - - -- ' ----- - - - - -- / I . � A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP t_ . RI q -r (0-1�1 Lic. No. 26104. OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE EXISTING CONDITIONS PLAN GRAPHIC SCALE 10 0 s 10 zo 40 SHEET IN FEET 1 inch = 10 ft. �/` ` ■ . v� SHEET 5 OF 11 0 m a 0 E r X PLAYGROUND EQUIPMENT CONCRETE WALK R5.0' ASPHALT PARKING MAC NAIL SET N. 3886045.604 E. 11483028.663 ELEV. 583.84 SAW CUT AND TACK COAT EXPOSED EDGE OF ASPHALT PRIOR T01 PAVING , N 3886014.5489 E 11483008.7414 3.0' RELOCATED SHED _ (BID ALTERNATE #2) BENCHMARK ELEV. 584.61 D p (6 14.3' PLAYGROUND EQUIPMENT PLAYGROUND EQUIPMENT 4' CHAIN- 3 ( TYP 0 GAME FEATURE A GAME FEATURE 0 FH 0 2.5' CURB CUT (SEE DETAIL SHEET C2.1) ASPHALT JURFACE MULTI—USIJ PLAYCOURT ASPHALT CURB (12 LF TOTAL) (SEE DETAIL SHEET C6.0) 4 HIGH CHAIN INK K FENCE 1 LF SEE DETAIL SHE C2.1 BID ALTERNATE 1 m COMBINATION 6" CURB AND GUTTER – CG -6 (SEE DETAIL SHEET C2.1) w J G. w v z 0 0 ASPHALT PAVEMENT (22 SY) (SEE DETAIL SHEET C2.1) 1 ASPHALT CURB (124 LF TOTAL) (SEE DETAIL SHEET C2.2) 5' CONCRETE SIDEWALK /APRON (14 SY) I (SEE DETAIL SHEET C2.1) 0 3.0' N 3885958.0600 E 11483229.6340 6' CONCRETE SIDEWALK /APRON (7 SY) (SEE DETAIL SHEET C2.1) 4' HIGH CHAIN LINK FENCE (87 LF) (SEE DETAIL SHEET C2.1) (BID ALTERNATE #1) RELOCATED SHED .) (BID ALTERNATE #2) _ C ° ° 2.0' = r- - - w J O -- 1 6.5'– w >.. E... - 0. .. 1 6 GUTTER SHALL BE WARPED IN VICINITY �--�- OF CURB CUT TO ALLOW UNIFORM FLOW INTO RIPRAP '. lI'I- STANDARD 6" CURB – CG -2 SEE DETAIL SHEET C2.1 LO r7 FIXED BOLLARD (TYP. OF 2) (SEE DETAIL SHEET C2.1) 4" MOUNTABLE CURB – CG -3 (SEE DETAIL SHEET C2.1) REMOVEABLE BOLLARD W/ LOCKABLE 10' LONG CHAIN FIXED TO BOLLARD (EACH DIRECTION) (SEE DETAIL SHEET C2.1) 4�-j. 'n 4' WOODEN FENCE 4' HIGH CHAIN LINK FENCE (52 LF) (SEE DETAIL SHEET C2.1) (BID ALTERNATE #1) DETENTION/ GARDEN BIORETENTION #2 AREA RELOCATED PLANTER AuIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP C RI Y -j y � Lic. o. 2 1 N 6 04,r OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA (BID ALTERNATE #2) ;RAISED PLANTER REVISIONS 20' -� NO DISTURBANCE S ? SITE DIMENSIONAL 15 E SID ETgACK YARD, PLAN �– S� ACK GRAPHIC SCALE APPROXIMATE LOCAT _� tU o s 10 20 4o SHEET ION OF ADJOINING _� ��- BOUNDARY LINE _~ ( IN FEET ) 1 inch = 10 ft. C4mO1� SHEET 6 OF 11 GP' c ; � v0 FQe� PLAYGROUND EQUIPMENT RIM EL V. 587.64 INV. 5 6.50 +/- --------- - - - - -- ----- - - - - -- -- -- -------------------------------------- CONCRETE WALK - -- -584, +_1 - - -- ASPHALT PARKING MAC NAIL SET N. 3886045.604 E. 11483028.663 ELEV. 583.84 co �` O 20' NO DISTURBANCE S \� ---�_ 15' ETgACK tl. SIDE YgRD SETgAC O K Z APPROXIMAT _Zo � / _E LOCATION OF ADJOI Z _ NINC 130U � NDARY LINE GA N. RUNOFF SUMMARY TABLE STRUCTURE NUMBER PRE DEVELOPMENT LENGTH POST DEVELOPMENT EVENT AREA A AREA B TOTAL (CFS) DETENTION /BIORETENTION A DETENTION /BIORETENTION B AREA B TOTAL (CFS) OUTFLOW (CFS) VELOCITY (FPS) OUTFLOW (CFS) VELOCITY (FPS) OUTFLOW (CFS) VELOCITY (FPS) ELEVATION VWQ (CF) OUTFLOW (CFS) VELOCITY (FPS) ELEVATION VWQ (CF) OUTFLOW (CFS) VELOCITY (FPS) 573.87 0.557. 3 STORM MANHOLE N/A 580.90 577.05 574.00 N/A 4 12" RCP 55' N/A 579.00 577.05 3.507. 5 2 -YEAR 0.41 SHEET FLOW 0.66 SHEET FLOW 1.05 0.28 3.47 581.19 179 0.30 0.48 3.54 578.71 230 1 0.67 3.47 1.05 10 -YEAR 0.66 SHEET FLOW 1.05 SHEET FLOW 1.68 0.47 3.95 581.34 3.97 578.85 0.98 3.86 1.68 574.63 574.39 1.037. 10 6" PVC 4' N/A 578.30 578.26 1.00% 11 VDOT. EW -12 N/A N/A 578.30 1 N/A N/A r� r ` FEATURE r i r r r r r r i i i CAME FEATURI , , , , r , r r � N , I / \ 1 1 i 1 r ' , , 1 f ' - , r v' � , r � r 00 In , � , r ' 1 N , DRAINAGE SUMMARY TABLE STRUCTURE NUMBER DESCRIPTION LENGTH TOP ELEV. INVERT IN INVERT OUT SLOPE TOTAL VOLUME (CF) LAL CHECKED BY: DJR 582.00 666.56 1 VDOT ES -1 N/A N/A N/A 573.85 N/A 2 12" RCP 24' N/A 574.00 573.87 0.557. 3 STORM MANHOLE N/A 580.90 577.05 574.00 N/A 4 12" RCP 55' N/A 579.00 577.05 3.507. 5 VDOT DI -1 N/A 584.00 N/A 579.00 N/A 6 6" PVC 65' N/A 577.13 576.47 1.017. 7 6" PVC 4' N/A 580.80 580.76 1.00% 8 VDOT EW -12 N/A N/A 580.80 N/A N/A 9 6" PVC 23' N/A 574.63 574.39 1.037. 10 6" PVC 4' N/A 578.30 578.26 1.00% 11 VDOT. EW -12 N/A N/A 578.30 1 N/A N/A - - - - -- STAGE - STORAGE TABLE DETENTION /BIORETENTION A DETENTION /BIORETENTION B ELEVATION TOTAL VOLUME (CF) ELEVATION TOTAL VOLUME (CF) LAL CHECKED BY: DJR 582.00 666.56 580.00 1,393.38 581.50 370.00 579.50 753.32 581.00 161.07 579.00 394.12 580.50 32.07 578.50 167.35 580.30 0.00 578.00 33.68 577.80 0.00 i r to r i r r , , , , i 95 4' WOOnFni 5/8" IRON ROD SET N. 3885879.475 TEE E. 11483195.066 ELEV. 578.93 5 A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP L . RI y - j (O-141 Lic. No. 26104., OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE GRADING PLAN SHEET IN FEET 1 inch = 10 ft. a ■ J►�Z SHEET 7 OF 11 X583 - kA 582 BIORETENTION #1 1"=10' I ■ �'.>w.. i mFRI. 4 ►1�G�i� am - - gip;►► X04 �i •...0 • �� ►Q��i0 r��/•� :. ►1��I' �'�� gm molomi-amt. mow- I ll lill fill 11111 111111 1111 rw. vv...► �� . �. .. �yQ�. •�►. ►1 ►t ►.►� �►.1�•. •. •�1� it I ►�► � f• � 1/ _ :• i i I (� PERMANENT SET PLUMB BOTANICAL NAME EW -12 OUTLET /OVERFLOW PERMANENT SEEDING CLEANOUT CAP TOP MULCH YEAR STORM 58 DRAWN BY: ,- A PERMANENT CLEANOUT 3' 2" MULCH WQ VOL ELEV. 581.19 580.80 SEEDING CAP 1 RELOCATED SHED / I �- TEE #1 I / �I SWEETBAY MAGNOLIA 1� - - - ---- ---- - 2.5" CALIPER ► • I • ------- - - + - - - - 6„ SOLID BIORETENTION #1 1"=10' I ■ �'.>w.. i mFRI. 4 ►1�G�i� am - - gip;►► X04 �i •...0 • �� ►Q��i0 r��/•� :. ►1��I' �'�� gm molomi-amt. mow- I ll lill fill 11111 111111 1111 rw. vv...► �� . �. .. �yQ�. •�►. ►1 ►t ►.►� �►.1�•. •. •�1� it I ►�► � f• � 1/ _ :• i i I (� PERMANENT SET PLUMB BOTANICAL NAME EW -12 OUTLET /OVERFLOW PERMANENT SEEDING CLEANOUT CAP TOP MULCH YEAR STORM STRUCTURE SEEDING DRAWN BY: SAUCER LE ELE V ELEV. 580.30 EV. 581.34 2 -YEAR STORM PERMANENT CLEANOUT 3' 2" MULCH WQ VOL ELEV. 581.19 580.80 SEEDING CAP 1 RELOCATED SHED / I �- TEE #1 I III -I 11=1 I 1 =1 - �I SWEETBAY MAGNOLIA 1� - - - ---- ---- - 2.5" CALIPER ► • I • ------- - - + - - - - 6„ SOLID WITCH HAZEL TOP 1/3 OF ROOT BALL, BALL DIA. ( I r------- - - - --1 I PVC ILEX VERTICULATA I I , i X0.5 SHRUB PLANTING L � 30" BIORETENTION SOIL VARIES ELEV. 580.80 I I l- TEE #2 3" PEA GRAVEL 9" #57 STONE `-------------------- - - - - -- ------------------------------------------------ - - - - -- 1 � 6" PERFORATED PVC 6 SUMP 6" SOLID PVC UNDERDRAIN 30" TALL OR 18 " -24" SPREAD UNDERDRAIN ELEV. 576.63 • ,y 11 ELEV. 577.13 0 MYRICA CERIFERA (M.C.) WAX MYRTLE 7 30" TALL OR 18 " -24" SPREAD i • GO 000000° BLUE FLAG IRIS 8 1 GALLON POTTED w0-0-0-0 BIORETENTION #1 1"=10' I ■ �'.>w.. i mFRI. 4 ►1�G�i� am - - gip;►► X04 �i •...0 • �� ►Q��i0 r��/•� :. ►1��I' �'�� gm molomi-amt. mow- I ll lill fill 11111 111111 1111 rw. vv...► �� . �. .. �yQ�. •�►. ►1 ►t ►.►� �►.1�•. •. •�1� it I ►�► � f• � 1/ _ :• i i I (� PERMANENT SET PLUMB BOTANICAL NAME EW -12 OUTLET /OVERFLOW PERMANENT SEEDING CLEANOUT CAP TOP MULCH YEAR STORM STRUCTURE SEEDING DRAWN BY: SAUCER LE ELE V ELEV. 580.30 EV. 581.34 2 -YEAR STORM PERMANENT CLEANOUT 3' 2" MULCH WQ VOL ELEV. 581.19 580.80 SEEDING CAP 1 ELEV. I �- TEE #1 I III -I 11=1 I 1 =1 - SWEETBAY MAGNOLIA 1� - - - ---- ---- - 2.5" CALIPER REMOVE BURLAP FROM HAMAMELIS VIRGINIANA ------- - - + - - - - 6„ SOLID WITCH HAZEL TOP 1/3 OF ROOT BALL, BALL DIA. ( I r------- - - - --1 I PVC ILEX VERTICULATA I I , i X0.5 SHRUB PLANTING L � 30" BIORETENTION SOIL VARIES ELEV. 580.80 I I l- TEE #2 3" PEA GRAVEL 9" #57 STONE `-------------------- - - - - -- ------------------------------------------------ - - - - -- _�� CORNUS SERICEA 6" PERFORATED PVC 6 SUMP 6" SOLID PVC UNDERDRAIN 30" TALL OR 18 " -24" SPREAD UNDERDRAIN ELEV. 576.63 ELEV. 577.13 ELEV. 577.13 SECTION A -A BIORETENTION #2 1"=10' 10 -YEAR STORM PERMANENT ELEV. 581.34 SEEDING 2 -YEAR STORM WQ VOL ELEV. 581.19 ELEV. 580.80 ELEV. 580.30 3.1 2" MULCH VARIES 30" BIORETENTION SOIL 3" PEA GRAVEL 9" #57 STONE 6" PVC UNDERDRAIN (PERFORATED) ELEV. 577.13 SECTION B -B 1 " =4' 1 " =4' PERMANENT EW -12 OUTLET /OVERFLOW PERMANENT 10 -YEAR STORM CLEANOUT CAP SEEDING SEEDING STRUCTURE ELEV. 577.80 ELEV. 578.85 ELEV. 580.00 CLEANOUT PERMANENT WQ VOL 2 -YEAR STORM 2" MULCH CAP SEEDING ELEV. 578.30 ELEV. 578.71 3.1 TEE #3 -- -�„��r -4_ 6" SOLID L----- - - - - -- L� PVC I 0.5' I TEE #4 ELEV. 578.30 VARIES I I 30" BIORETENTION SOIL I 3" PEA GRAVEL I ------------------------------------------------------ - - - - -- - 9 #57 STONE 6" SOLID 6" PERFORATED PVC UNDERDRAIN 6" SUMP ELEV. 577.13 ELEV. 574.13 PVC UNDERDRAIN ELEV. 574.63 t �. hK SET PLUMB BOTANICAL NAME FINISHED GRADE COMMON NAME QTY Ll 1" COMPACTED EARTH DRAWN BY: SAUCER CHECKED BY: 2" HARDWOOD MULCH EXISTING GRADE -{ I I- III - III -I 11=1 I 1 =1 - SWEETBAY MAGNOLIA 3 2.5" CALIPER REMOVE BURLAP FROM HAMAMELIS VIRGINIANA �3 x WITCH HAZEL TOP 1/3 OF ROOT BALL, BALL DIA. ( ROUGHEN ROOT BALL FOR ILEX VERTICULATA CONTAINER GROWN STOCK SHRUB PLANTING DETAIL NOT TO SCALE VARIES FINISHED GRADE = = 2" HARDWOOD MULCH PLANTING SOIL MIXTURE ROUGHEN ROOT BALL =III III I PRIOR TO PLACEMENT GROUND COVER PLANTING DETAIL NOT TO SCALE a 0 m 0 0 E L _U Q x SECTION C -C 1 " =4' PREVAILING WIND TREE STAKES AND STRAPS,_ TYP. 3 PLACES PLAN VIEW ONLY PRUNE AS SPECIFIED OR DIRECTED BY LANDSCAPE FOR R THAN 2" CAL., STAKE A MIN. OF 18" INTO UNDISTURBED SOIL c THE EDGE OF PIT WATER PLANT WHEN THE SOIL PIT IS 1/2 BACKFILLED BACKFILL WITH AMENDED EXCAVATED I SOIL AS SPECIFIED 2" HIGH SAUCER @ EDGE OF PLAN11NG PIT UNDISTURBED PIT FLOOR- WITH CROWN ►,1 2X BALL DIA., MIN. TREE PLANTING DETAIL NOT TO SCALE 1. USE NYLON, POLYPROPYLENE, OR SIMILAR 3/4" - 1" WIDE WOVEN CLOTH TREE STRAPS OR APPROVED EQUAL 2. DO NOT USE HOSE AND WIRE GUYS 3. "FIGURE -8" STRAP AROUND TRUNK ALLOWING FOR 1/2" - 1" TRUNK MOVEMENT 4. REMOVE ALL STAKES AND GUYS AFTER ONE YEAR UNLESS OTHERWISE DIRECTED BY THE COUNTY /,/-2" HARDWOOD MULCH REMOVE BURLAP, TWINE AND WIRE BASKET FROM AT LEAST THE TOP -1/2 OF ROOT BALL; REMOVE ALL SYNTHETIC TWINE AND SYNTHETIC BURLAP -SLOPE SIDES OF PLANTING PIT AND SCARIFY THE SIDES PERMANENT SEEDING 30" BIORETENTION SOIL 3" PEA GRAVEL 9"#57 STONE 10 -YEAR STORM ELEV. 578.85 2 -YEAR STORM ELEV. 578.71 ELEV. 577.80 r- 2" MULCH VARIES WQ VOL ELEV. 578.30 SECTION D -D 1 "= 4' 2' MIN. 1.29' 1.15' F ELEV. 2' ELEV. 580.00 PERMANENT SEEDING to.j_-'1 PLANTING SCHEDULE w BOTANICAL NAME SYMBOL COMMON NAME QTY MINIMUM SIZE AT PLANTING I- DRAWN BY: LAL CHECKED BY: DJR O MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 3 2.5" CALIPER HAMAMELIS VIRGINIANA (H.V.) WITCH HAZEL 4 30" TALL OR 18 " -24" SPREAD V) ILEX VERTICULATA (I.V.) WINTERBERRY 6 30" TALL OR 18 " -24" SPREAD CORNUS SERICEA (C.S.) RED OSIER DOGWOOD 5 30" TALL OR 18 " -24" SPREAD 0 MYRICA CERIFERA (M.C.) WAX MYRTLE 7 30" TALL OR 18 " -24" SPREAD IRIS VERSICOLOR 000000° BLUE FLAG IRIS 8 1 GALLON POTTED w0-0-0-0 M SCIRPUS AMERICANUS COMMON THREE SQUARE 12 1 GALLON POTTED BIORETENTION NOTES 1. THE BIORETENTION BASIN SHALL BE CONSTRUCTED AFTER THE SITE WORK IS COMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. IF THIS IS NOT POSSIBLE, STRICT IMPLEMENTATION OF E &S PROTECTIVE MEASURES SHALL BE INSTALLED AND MAINTAINED IN ORDER TO PROTECT THE BIORETENTION BASIN FROM PREMATURE CLOGGING AND FAILURE. 2. PLACEMENT OF THE PLANTING SOIL IN THE BIORETENTION BASIN SHALL BE IN LIFTS OF 18 INCHES OR LESS AND LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN BE APPLIED TO THE SOIL BY HAND TAMPING. 3. PLANTING SOIL SHALL MEET THE REQUIREMENTS AS RECOMMENDED IN THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION 1999. 4. THE PLANT MATERIAL WITHIN THE BIORETENTION BASIN SHALL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANT MATERIAL SHALL BE SELECTED FROM CERTIFIED NURSERIES THAT HAVE BEEN INSPECTED BY STATE OR FEDERAL AGENCIES. 5. THE PLANT INSTALLATION FOR THE BIORETENTION BASIN SHALL BE PERFORMED BY A PROFESSIONAL LANDSCAPE CONTRACTOR. PLANTS SHALL HAVE A FULL ONE YEAR WARRANTY. - -__. AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP Ll - j (O_ iY Lic. No. 26104.; OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 8724501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110- 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE STORMWATER MANAGEMENT PLAN SHEET 1�G"k ■ >,A `q)� SHEET 8 OF 11 m ro Ai 1 TREE CANOPY CALCULATIONS 30 SITE AREA = 15.9580 AC. / 695,130.48 SQ. FT. TREE CANOPY REQUIREMENT = 10% OF SITE AREA (69,513.05) EXISTING SITE AREA TREE CANOPY = 160,589.56 SQ. FT. CALCULATED TREE CANOPY AREA AERIAL IMAGERY BASED ON ALBEMARLE COUNTY GIS 2013 ORTHOPHOTOGRAPHY (NOT TO SCALE) NO REMOVAL OR DISTURBANCE OF EXISTING TREES IS PERMITTED. 2 01% mli 13 � L: 7' 1_ SNIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM Illll REGISTRATION STAMP m t( -141 Lic. No. 26104, OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplana[Walbemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3124/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE TREE CANOPY EXHIBIT 11 TREES SYMBOL TYPE QTY. SCIENTIFIC NAME COMMON NAME SIZE SPACING NOTES 0 0 m a E E L V_ ri X NO REMOVAL OR DISTURBANCE OF EXISTING TREES IS PERMITTED. GROUND COVER SYMBOL TYPE QTY. SCIENTIFIC NAME COMMON NAME SPACING SIZE CONDITION Td 3 Taxodium distichum Shawnee Brave ( ) Bald cypress yp 2 }L" GAL. MIN. SEE PLAN lacy foliage, deciduous conifer, interesting growth habit, gold in fall Juniperus conferta Bn 1 Betula nigra Heritage river birch 2 GAL. MIN. SEE PLAN tripple trunked, white peeling bark, winter interest, bright yellow in fall Juniperus squamata Qp 5 Quercus phellos Willow oak 2 ki" GAL. MIN. 40' O.C. Moderately fast growth, conical form when young, rounding at maturity Mp 32 Morelia pensylvanica Northern bayberry 3 gallon pot 5' O.C. Evergreen foliage, native, berries attract songbirds 0 0 m a E E L V_ ri X NO REMOVAL OR DISTURBANCE OF EXISTING TREES IS PERMITTED. GROUND COVER SYMBOL TYPE QTY. SCIENTIFIC NAME COMMON NAME SPACING SIZE CONDITION I CAME FEATURE 0 ASPHALT URFACE MULTI —US PLAYCOURT DOUBLE SHREDDED HARDWOOD MULCH (3" MIN DEPTH) — APPROXIMATELY 7 CY RESIDUAL MULCH SHALL BE PLACED WITHIN EXISTING PLANTING BEDS. PLAYGROUND EQUIPMENT JCb 18 Td EC -2 SLOPE PROTECTION JS BENCHMARK (SEE E &S PLANS FOR DETAILS) 19 ELEV. 584.61 17�� RELOCATED cuc'n 4' CHAIN- 4 nbA PREVAILING WIND TREE STAKES AND STRAPS, TYP. 2 PLA ONLY PRUNE AS SPE DIRECTED BY LANDS( DESIGNER FOR ALL TREES GRE 2" CAL., STAKE A N INTO UNDISTURBED EDGE OF PLANTING WATER PLANT WHEN PIT IS 1/2 BACKFILL BACKFILL WITH AMEP EXCAVATED SOIL AS 3" — 4" HIGH SAUCI OF PLANTING PIT UNDISTURBED PIT FL 3% CROWN M 551- 5' O.C. 7 40' O.C. (TYP.) DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE USE NYLON, POLYPROPYLENE, OR SIMILAR 3/4" — 1" WIDE WOVEN CLOTH TREE STRAPS OR APPROVED EQUAL DO NOT USE HOSE AND WIRE GUYS "FIGURE -8" STRAP AROUND TRUNK ALLOWING FOR 1/2" — 1" TRUNK MOVEMENT REMOVE ALL STAKES AND GUYS AFTER ONE YEAR UNLESS OTHERWISE DIRECTED BY THE COUNTY ET EXPOSED ROOT FLARE 1" — 3" BOVE FINISH GRADE " HARDWOOD MULCH ON ENTIRE LANTING PIT EXCEPT KEEP MULCH 3" WAY FROM TRUNK EMOVE BURLAP, TWINE AND WIRE ASKET FROM AT LEAST THE TOP 1/2 F ROOT BALL; REMOVE ALL SYNTHETIC WINE AND SYNTHETIC BURLAP _OPE SIDES OF PLANTING PIT AND -ARIFY THE SIDES 581 County of Albemarle DATE: Conservation Plan Checklist — To be placed on Landscape Plans SCALE: (Handbook, pp III - 284 - 111 -297 for complete specifications) Jcb 24 Juniperus conferta Pacific Blue Juniper 18 "o.c. 1 gal. full and dense ❑ Location and type of protective fencing; Js 27 Juniperus squamata Blue Star Juniper '� 18 o.c. 1 al g full and dense ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. ----- - - - - -- Jcg 20 Juniperus conferata All Gold Juniper 18 "o.c. 1 gal. full and dense I CAME FEATURE 0 ASPHALT URFACE MULTI —US PLAYCOURT DOUBLE SHREDDED HARDWOOD MULCH (3" MIN DEPTH) — APPROXIMATELY 7 CY RESIDUAL MULCH SHALL BE PLACED WITHIN EXISTING PLANTING BEDS. PLAYGROUND EQUIPMENT JCb 18 Td EC -2 SLOPE PROTECTION JS BENCHMARK (SEE E &S PLANS FOR DETAILS) 19 ELEV. 584.61 17�� RELOCATED cuc'n 4' CHAIN- 4 nbA PREVAILING WIND TREE STAKES AND STRAPS, TYP. 2 PLA ONLY PRUNE AS SPE DIRECTED BY LANDS( DESIGNER FOR ALL TREES GRE 2" CAL., STAKE A N INTO UNDISTURBED EDGE OF PLANTING WATER PLANT WHEN PIT IS 1/2 BACKFILL BACKFILL WITH AMEP EXCAVATED SOIL AS 3" — 4" HIGH SAUCI OF PLANTING PIT UNDISTURBED PIT FL 3% CROWN M 551- 5' O.C. 7 40' O.C. (TYP.) DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE USE NYLON, POLYPROPYLENE, OR SIMILAR 3/4" — 1" WIDE WOVEN CLOTH TREE STRAPS OR APPROVED EQUAL DO NOT USE HOSE AND WIRE GUYS "FIGURE -8" STRAP AROUND TRUNK ALLOWING FOR 1/2" — 1" TRUNK MOVEMENT REMOVE ALL STAKES AND GUYS AFTER ONE YEAR UNLESS OTHERWISE DIRECTED BY THE COUNTY ET EXPOSED ROOT FLARE 1" — 3" BOVE FINISH GRADE " HARDWOOD MULCH ON ENTIRE LANTING PIT EXCEPT KEEP MULCH 3" WAY FROM TRUNK EMOVE BURLAP, TWINE AND WIRE ASKET FROM AT LEAST THE TOP 1/2 F ROOT BALL; REMOVE ALL SYNTHETIC WINE AND SYNTHETIC BURLAP _OPE SIDES OF PLANTING PIT AND -ARIFY THE SIDES 581 M I I 1 7 — 5 78 579 58 ^— SEE SHEET C6.0 FOR NOTES BIORETENTION PLANTING DETAILS 1. ALL SITE PLANTINGS 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 PLANT. LANDSCAPING AREA TABLE PAVED AREA = 10,038 SQ. FT. REQUIRED LANDSCAPE AREA = 502 SQ. FT. PROVIDED LANDSCAPE AREA = 672 SQ. FT. PROPOSED INTERIOR PARKING LOT TREES NUMBER OF PARKING SPACES = 26 ONE TREE PER 10 SPACES — 3 REQUIRED TREES PROVIDED = 4 PROPOSED PERIMETER PARKING LOT TREES NUMBER OF TREES SPACING BETWEEN TREES 5 40' ON CENTER PROPOSED PARKING LOT SCREENING GRAPHIC SCALE 10 0 s 10 20 40 NUMBER OF SHRUBS = 32 SPACING BETWEEN SHRUBS — 5' ON CENTER ( IN FEET ) 1 inch = 10 ft. VARIES Ile Ilk 0 N1\ GROUND • NOT TO SCALE ROUGHEN ROOT BALL PRIOR TO PLACEMENT FINISHED GRADE DOUBLE SHREDDED HARDWOOD MULCH PLANTING SOIL MIXTURE PLANTING BED DETAIL NOT TO SCALE AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP Y• C YER Lic. No. 26104 "` 4 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. County of Albemarle DATE: Conservation Plan Checklist — To be placed on Landscape Plans SCALE: (Handbook, pp III - 284 - 111 -297 for complete specifications) DESIGNED BY: 1. The following items shall be shown on the plan: DRAWN BY: ❑ Trees to be saved; CHECKED BY: ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings- ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: �� ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION LLJ Q RE$ MENTS. Ld r J W OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 M I I 1 7 — 5 78 579 58 ^— SEE SHEET C6.0 FOR NOTES BIORETENTION PLANTING DETAILS 1. ALL SITE PLANTINGS 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 PLANT. LANDSCAPING AREA TABLE PAVED AREA = 10,038 SQ. FT. REQUIRED LANDSCAPE AREA = 502 SQ. FT. PROVIDED LANDSCAPE AREA = 672 SQ. FT. PROPOSED INTERIOR PARKING LOT TREES NUMBER OF PARKING SPACES = 26 ONE TREE PER 10 SPACES — 3 REQUIRED TREES PROVIDED = 4 PROPOSED PERIMETER PARKING LOT TREES NUMBER OF TREES SPACING BETWEEN TREES 5 40' ON CENTER PROPOSED PARKING LOT SCREENING GRAPHIC SCALE 10 0 s 10 20 40 NUMBER OF SHRUBS = 32 SPACING BETWEEN SHRUBS — 5' ON CENTER ( IN FEET ) 1 inch = 10 ft. VARIES Ile Ilk 0 N1\ GROUND • NOT TO SCALE ROUGHEN ROOT BALL PRIOR TO PLACEMENT FINISHED GRADE DOUBLE SHREDDED HARDWOOD MULCH PLANTING SOIL MIXTURE PLANTING BED DETAIL NOT TO SCALE AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP Y• C YER Lic. No. 26104 "` 4 OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110 - 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR FINAL SHEET TITLE LANDSCAPING PLAN SHEET vc� a ■ a�y\` SHEET 10 OF 11 REPLACEMENT TREE LIST (21 TOTAL) KEY QTY. SCIENTIFIC NAME MINIMUM COMMON NAME INSTALLED SIZE ROOT TYPE REMARKS AR 5 ACER RUBRUM "RED SUNSET" RED SUNSET RED MAPLE 2 12" CAL. MIN. B &B STRONG CENTRAL LEADER BNd 5 BETULA NIGRA "DURA HEAT" DURA HEAT RIVER BIRCH 2 12" CAL. MIN. B &B 3 -5 STEM ONLY Qp 1 QUERCUS PHELLOS WILLOW OAK 2 12" CAL. MIN. B &B STRONG CENTRAL LEADER CV* 2 CRATEGUS VIRIDIS "WINTER KING" WINTER KING HAWTHORN 3 )2" CAL. MIN. B &B SINGLE STEM ONLY BNd* 1 BETULA NIGRA "DURA HEAT" DURA HEAT RIVER BIRCH 312" CAL. MIN. B &B 3 -5 STEM ONLY FA 2 FRAXINUS AMERICANA "AUTUMN PURPLE" AMERICAN ASH 2)2" CAL. MIN. B &B SINGLE STEM ONLY PAb* 4 PLANTANUS X ACERFOLIA "BLOODGOOD" LONDON PLANE TREE 312" CAL. MIN. B &B STRONG CENTRAL LEADER Qp 1 QUERCUS PHELLOS WILLOW OAK 3 12" CAL. MIN. B &B STRONG CENTRAL LEADER * DENOTES 3 Y2" ON PLANS 0 m a i 0 0 E L U_ X SITE PLAN INFORMATION BASED ON A PLAN PREPARED BY: THE TIMMONS GROUP 05/24/06 "LANDSCAPE PLAN & NOTES AND DETAILS" SHEET L1.0 SITE DEVELOPMENT PLAN #: 05 -00113 5 PROPOSED CALE ELEMENTARY PARKING LOT IMPROVEMENTS E178 n LJ - ✓5@321 N d PROP06M 1 ETOHY cr ADDrT10N " , BTtd cc c.�r:a cRrr six 1- M 7t-_ 4 W. PROPS --- '' STORAGE ROOM + , r LOT C N� z_M> A P7 AR r i • L a — x � -- • BNd - "Q = . LOT B ti,,.. ,. ' 'if ( 1 -'C,= ,if T S } t f A 0 AF PAD C.v Ap Ex: TRc.. . 1 ` CX SHRUBS TO P,EFtAIt. ,j {•''�,� '� "�% !F Ck- SYTHIA) , ° T PE RI � S � 20 t Ex ?REE TO MA ZS TO REMAIN 5G � j —CGt � 7 J J � ii Ej r / ---- - V r fie. a # i� Fr 3' MGQL_ ' f' r r tow" BNd --� -- o �: .�. r �....�.'` Tit f r - -- !+ --E} SHRL43S \ %` t EY. "" dAPIE \- { j T[. (rops".'lWA) / ; `. �_t d 1 �.. T }.A �' APPEE -Ar' � TO RE A1t2 .,, E - .: TO REMAIN TO R�i►,tiyt. F�,• � r• , MT. 2" MARL= 2 -PAb* BNd �eppLl --' i , TO REtAitJ - f I t- TC' PE-MAIN' / +�t3d L wi. i TO 1R:tit; J 2- M6fLE E X *c A x / 2 -BNfd Ex 2` AS4 ! TO F,EMk%ta ?"t>Ab• / ,V 7U PEL AIt}� 4�: Nd / r4- ��f� ..... �� 7 -AR' - _- iol- - PAt+• �• I r � 2 -PAb* AMT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 100 GATEWAY CENTRE PARKWAY, SUITE 200 RICHMOND, VIRGINIA 23235 (804) 276 -6231 FAX: (804) 276 -6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP OWNER / REPRESENTATIVE BLAKE ABPLANALP SENIOR PROJECT MANAGER COUNTY OF ALBEMARLE OFFICE OF FACILITIES DEVELOPMENT 401 MCINTIRE ROAD, ROOM 228 CHARLOTTESVILLE, VA 22902 PHONE: (434) 872 -4501 EMAIL: babplanalp@albemarle.org PROJECT TITLE CALE ELEMENTARY SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK I DATE DESCRIPTION 3/24/14 COUNTY COMMENTS 4/16/14 SIGNATURE SET AMT FILE NO. 110- 886.004 DATE: February 11, 2014 SCALE: DESIGNED BY: DEC DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE TREE REPLACEMENT PLAN SHEET 'eaf� c9mo, al$ %\ , SHEET 11 OF 11