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Home My WebLink AboutSDP201200011 Plan - Approved Minor Amendment 2012-06-08IN MINOR SITE PLAN SCOTTSVIL�.L,EDISTRIC,T' LEGEND: ® GRATE INLET @ STORM SEWER MANHOLE VA ® ALBEMARLE COUNTY' SANITARY SEWER MANHOLE ® CLEAN OUT tS ELECTRIC METER 4 GROUND LIGHT APRIL 6,2012 ® ELECTRIC JUNCTION BOX ® A/C UNIT 0=o LIGHT POLE o- POWER POLE GUY WIRE oT TELEPHONE MARKER 322,96 GROUND SHOT p STAND PIPE 0 SPIGOT 4 WATER VALVE FIRE HYDRANT p WATER METER -64 z GAS METER 1� GAS VENT PIPE Albemarle • o GAS VALVE Regional Jail a o G GASLINE MARKER a MISCELLANEOUS X ROOF DRAIN National Guard Armory o POST �o c BOLLARD FLAG POLE Southern O TELEPHONE MANHOLE Pkw A FLY 3 A. TRAVERSE -, BENCHMARK PROPOSED CURB Cree�i�� Proj �r EXISTING CURB Locat PROPOSED EDGE OF ROADWAY (GRAVEL OR PAVEMENT) ee�� EXISTING EDGE OF ROADWAY (GRAVEL OR PAVEMENT) PROPOSED'~STORM SEWER CreNlill EXISTING STORM SEWER cv e fir• WOODLINE �a FENCE x x CHAIN LINK FENCE Vow WOODEN FENCE DITCH (C/L) �� d/d� UGE UNDERGROUND ELECTRIC LINE (PAINT) W WATERLINE (PAINT) gc GAS LINE (PAINT) c COMM UNDERGROUND COMMUNICATION LINE (PAIINT) DRAWING LIST C1.0 COVER SHEET C2.0 GENERAL NOTES AND DETAILS C2.1 CIVIL DETAILS C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN C4.0 SITE DIMENSIONAL PLAN C5.0 GRADING PLAN C6.0 EROSION AND SEDIMENT CONTROL PLAN C7.0 LANDSCAPE PLAN C8.0 WATER QUALITY SWALE PLAN S SANITARY SEWER OHE OVERHEAD ELECTRIC LINE VICINITY MAP RCP REINFORCED CONCRETE PIPE PROPOSED PAVEMENT ADJACENT PROPERTIES 1. TAX MAP AND PARCEL NO.: 5. TAX MAP AND PARCEL NO.: 09100-00-00-002CO 077E1-02-00-OOA0 ZONING: PLANNED RESIDENTIAL DEVELOPMENT ZONING: R-4 USE: STONE CREEK APARTMENTS USE: RESIDENTIAL NAME OF OWNER: NAME OF OWNER: STONE CREEK LIMITED PARTNERSHIP BD LAND PROPERTIES LLC PO BOX 744 4630 HAMNER ROAD CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22903 2. TAX MAP AND PARCEL NO.: 6. TAX MAP AND PARCEL NO.: 09100-00-00-002EO 077E1-02-00-00900 ZONING: R-15 ZONING: R-4 USE: MONTICELLO FIRE RESCUE STATION USE: RESIDENTIAL NAME OF OWNER: NAME OF OWNER: COUNTY OF ALBEMARLE GRAF, MICHAEL A OR CHRISTIE G c/o FINANCE ADMINISTRATION Rm. 149 1480 WILLOW LAKE DRIVE 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 7. TAX MAP AND PARCEL NO.: 3. TAX MAP AND PARCEL NO.: 077E1-02-00-000A1 &01-00-000A2 07700-00-00-04800 ZONING: R-4 ZONING: R-15 USE: RESIDENTIAL USE: MONTICELLO HIGH SCHOOL NAME OF OWNER: - NAME OF OWNER: WILLOW LAKE PROPERTY OWNERS COUNTY OF ALBEMARLE ASSOCIATION INC. c/o FINANCE ADMINISTRATION Rm. 149 1412 SACHEM PLACE SUITE 201 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902 4. TAX MAP AND PARCEL NO.: 8. TAX MAP AND PARCEL NO.: 09100-00-00-002AO 077E1-00-00-OO1 BO ZONING: R-1 ZONING: R-1 USE: PIEDMONT COLLEGE USE: TANDEM SCHOOL MISS UTILITY CALL "MISS UTILITY AT 1-800-552-7001, 48 HOURS PRIOR START OF WORK. THE EXCAVATOR MUST NOTIFY ALL PUBLIC TO THE UTILITY NAME OF OWNER: TANDEM SCHOOL 279 TANDEM LANE CHARLOTTESVILLE, VA 22902 NAME OF OWNER: COMMONWEALTH OF VIRGINIA STATE BOARD OF COMMUNITY COLLEGES c/o PIEDMONT COLLEGE COMPANIES WITH UNDER GROUND FACILITIES IN THE AREA OF PROPOSED 501 COLLEGE DRIVE EXCAVATION AND HAVE THOSE FACILITIES LOCATED- BY THE UTILITY CHARLOTTESVILLE, VA 22902 COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH REQUIREMENTS OF THE ALBEMARLE COUNTY CODE. - NOT TO SCALE 9. TAX MAP AND PARCEL NO.: 07700-00-00-04900 ZONING: R-15 USE: POND NAME OF OWNER: COUNTY OF ALBEMARLE c/o FINANCE ADMINISTRATION Rm. 149 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 10. TAX MAP AND PARCEL NO.: 07700-00-00-04400 ZONING: PLANNED RESIDENTIAL DEVELOPMENT USE: APARTMENTS NAME OF OWNER: LAKESIDE ASSOCIATES LIMITIED LIABILITY COMPANY 1006 EAST MARKET STREET CHARLOTTESVILLE, VA 22902 ZONING NOTES CONDITIONS OF APPROVAL for ZMA-1996-008: 1. PRESERVATION OF A MINIMUM 100 FOOT TREE BUFFER, TOGETHER WITH A FENCE AT LEAST EIGHT FEET IN HEIGHT ON THE SCHOOL SIDE OF THE BUFFER ALONG THE BORDER OF THE TOWNHOUSE PORTION OF WILLOW LAKE SUBDIVISION. 2. INSTALLATION OF BEST MANAGEMENT PRACTICES TO INCLUDE CONSTRUCTED WETLANDS TO FILTER THE RUNOFF FROM PAVED SURFACES.* 3. CREATE WETLANDS IN THE MARGIN OF THE LAKE TO MITIGATE THE FILLING OF THE WETLANDS. 4. RETAIN THE SIX FIELDS RELOCATING ONE PRACTICE FIELD TO THE AREA ON THE SOUTHWEST SIDE OF THE LAKE (COMPETITION FIELDS MAY BE INCREASED TO THREE IN NUMBER). 5.' RELOCATE THE FOOTBALL FIELD TO PRESERVE THE NATURAL DRAINAGE, UNLESS MITIGATION IS CONDUCTED BY INSTALLATION OF A FOREBAY AND WETLANDS IN THE END OF THE LAKE TO FILTER RUNOFF; (ALTHOUGH NOT INCLUDED IN THE MOTION, THE RECORD WILL CONFIRM THAT THE FOOTBALL FIELD WILL NOT HAVE TO BE RELOCATED BECAUSE THE BOARD AGREED, BY CONSENSUS, TO THE EXPENSED OF THE MITIGATION TECHNIQUES). * APPLICABLE TO CURRENT PROJECT CONSTRUCTION DATES & HOURS OF WORK THIS PROJECT HAS`=VERY SPECIFIC CONSTRUCTION DATES & HOURS OF WORK: ALLOWED DATES OF CONSTRUCTION: JUNE., 11, 2012 - JUNE 22, 2012 JULY r.7,- 2012 - AUGUST 10, 2012 (For Drop -Off Loop) JUNE 11, 2012 - JUNE_ 22, 2012 JULY 7, `2012 - AUGUST 31, 2012 (For Student Parking Lot) JUNE 11, ' 2012 JUNE 22, 2012 JULY 7, 2012 - ' SEPTEMBER 30, 2012 (For Fire Lane in rear of school) HOURS -'OF WORK: 7:00 AM. - 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 MONTICELLO HIGH SCHOOL PARKING LOT ;IMPROVEMENTS. 2. LOCATION OF PROJECT: MONTICELLO HIGH SCHOOL 1400 INDEPENDENCE WAY CHARLOTTESVILLE, VA 22902 3. MAGISTERIAL DISTRICT: SCOTTSVILLE 4. ZONING: R-15, per: ZMA-1996-008 (APPLIES TO 09100-00-00-00200); R-1 (APPLIES TO 09100-00-00-002AO) 5. TAX MAP AND PARCEL NO.: 09100-00-00-00200 6. NAME OF OWNER: ALBEMARLE COUNTY SCHOOL BOARD, c/o SUPERINTENDENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 7. NAME OF DEVELOPER: ALBEMARLE COUNTY PUBLIC SCHOOLS ATTENTION: Ms. ROSALYN SCHMITT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE: 434-975-9340 FAX: 434-975-9341 8. TAX MAP AND PARCEL NO.: 09100-00-00-002EO 9. NAME OF OWNER: COUNTY OF :,ALBEMARLE c/o FINANCE ADMINISTRATION Rm. 149 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 10. TAX MAP AND PARCEL NO.: 07700-00-00-04800 11. NAME OF OWNER: COUNTY OF ALBEMARLE c/o FINANCE ADMINISTRATION Rm. 149 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 12. TAX MAR AND PARCEL NO.: 07700-00-00-04900 13. NAME OF OWNER: COUNTY OF "ALBEMARLE c/o FINANCE ADMINISTRATION _Rm. 149 401 Mcj�ITRE ROAD CHARLOTTESVILLE, VA 22902 14. TAX :MAP'.'AND PARCEL NO.: 091 00-00 .00-}002AO USE: TA IT,'_M SCHOOL 15. NAME OF OWNER: TANDEM -;SCHOOL 279 TANDEM LANE CHARLOTTESVILLE, VA 22902 16. PLANS : PREPARED BY: A.MORTON THOMAS & ASSOCIATES, INC. ATTENTION':MR, DON RISSMEYER 10710 MIDLOTHIAN TURNPIKE SUITE 202 RICHMOND, VA 23235 PHONE: 804-276-6231 FAX: 804-276-6233 17. SEQUENCE AND TIMING OF CONSTRUCTION PHASING: ONE PHASE, SUMMER OF 2012. 18. DATUM REFERENCE FOR ELEVATION: THE VERTICAL DATUM IS NGVD29 AND TIHE HORIZONTAL DATUM IS NAD83. 19. SOURCE OF THE TOPOGRAPHY AND SURVEY: THEY ARE OBTAINED FROM A COMBINATION OF FIELD DATA GENERATED BY DC BRADBURY & ASSOCIATES, INC. AND AS -BUILT / DESIGN DATA FOR THE =MONTICELLO HIGH SCHOOL PROJECT. 20. PARKING CALCULATIONS: EXISTING PARKING (VISITOR, STAFF & ADA): 138 SPACES PROPOSED PARKING (STUDENT, VISITOR, STAFF & ADA): 282 SPACES 21. AMOUNT OF IMPERVIOUS SURFACE OF PROJECT SITE: EXISTING' -(INCLUDING GRAVEL): 2.81 AC. PROPOSED (INCLUDING GRAVEL): 2.80 AC. 22. WATERSHED INFORMATION: THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 23. ACCORDING TO THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE COUNTY, THE PROPOSED IMPROVEMENTS ARE NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN.. A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP ARIjVyMl R �Z, LI , 7241.E OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT ,IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: N/A DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR 24. AMOUNT OF LAND DISTURBANCE: TOTAL = 2.44 AC. 25. PARKING AREA: TOTAL = 1.03 AC. 26. DRIVE AISLE AREA: TOTAL = 1.60 AC. APPROVALS ALBEMARLE COUNTY Submittal Type DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Reviewed and approved by the Community Development Department a 6 0 / ©ate _ DEPARTMENT OF ENGINEERING File# S-2©�� -�•• DEPARTMENT OF ZONING Slgnaturu DEPARTMENT OF INSPECTIONS - SHEET TITLE FIRE OFFICIAL COVER SHEET ALBEMARLE CO. SERVICE AUTHORITY VIRGINIA DEPARTMENT 1 �' OF HEALTH �/l ow% g112, SHEET VIRGINIA DEPARTMENT OF TRANSPORTATIONC1 00 SHEET 1 OF 9 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE S UPPOR T) 1. SET THE STAKES. 2. EXCAVATE A 4'1 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6WMAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION SF (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 Sherwood and Tyant DRIP LINE SNOW FEN BOARD FEI FENCING AND ARMORINC CORRECT METHODS OF TREE FENCING ENCE '"I 00OW CORRECT TRUNK ARMORING 00 00 TRIANGULAR BOARD FENCE TP urce: Va. DSCW rlaT0 a.00-1 R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: 2-10 ACRES OF DRAINAGE AREA: M FILTER CLOTH (OPTIONAL) - VDOT #1 COARSE AGGREGATE FLOW CLASS I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 1992 3.13 TEMPORARY SEDIMENT TRAP 1'1 VARIABLES ORIGINAL VARIABLE GROUND ELEV. 1' '0 - - 67 CU. YD./ACRE + VARIABLE 67 CU. YD./ACRE a ) ' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF. OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ B X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE �REGATE EXCAVATED FILTER CLOTH AREA "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Source: Va. DSWC Plate 3.13-2 ST III - 76 P Albemarle County Engineering Review Reference Details Page 3 of 4 lvea construction entrance for erosion control plans PROFIL �JAI)ST EAC'=�Ih FUL!• �lI+�XH ��A " '`- OF.tP1GR�SS SIR= EGREaS OP�f?ATfON' PLAN ,FILTER CLOTH... ' SECTION AA lllllllllluin watel' tap Of 1111C11 lutist V@ lll5t8lleCl YYlt11'il llllillllllllll 1111C11 iJal1C C14 �lui;off��lye snpplym« a �v�sll iln�e;;4vit11:•a claliieter �f`1.5 ulclle5,f�r'tiileiltlate;; can>hnt. eysule Wa�l> � atet nulkk Ge coltiecl 1rXoy`f'041 ,le, entrance to'�n, 1 � j a]7j71'Qved,settlu%, al'ea [0 1',e1110Ve Se(Illllellt: 111 Sedlll eilt"ill ill be Pfe,Ve.lited.fC�] n eutelu>, sk�>lu drams,"G.itClies ql' wit 1ptipo,; RAVED 'W'AS'H -RACK NtJ..SGAr^E _ T 911-P- ORAI R Y DIVERSION DIKE' Comoacied Soil Source: Va. DSWC (16 Jun DD Plate 3.09-1 TABLE 3.394 ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive Adhesive: Water) Nozzle Gallons./Acre Anionic Asphalt Emulsion 7.1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 Somrce: Va. DSWC TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES: 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. ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES: 1. ANY SEDIMENT TRACKED OFF -SITE ONTO THE PARKING LOT OR PUBLIC ROAD WAYS WILL BE REMOVED BY THE END OF EACH DAY. 2. THE EROSION AND SEDIMENT CONTROL PLAN ALONG WITH THE VIRGINIA ESC HANDBOOK SHALL BE KEPT ON -SITE. 3. 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). EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT CONSISTS OF IMPROVEMENT TO EXISTING HIGH SCHOOL PARKING LOTS, INCLUDING UPPER AND LOWER LOTS. EXISTING CONDITIONS THE SITE CONSISTS OF AN EXISTING HIGH SCHOOL PARKING LOT. CRITICAL EROSION AREAS -CARE MUST BE TAKEN TO MINIMIZE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PARKING LOTS AND PUBLIC ROADS. ROADS SHALL BE CLEANED PER VESCH STANDARDS AS NECESSARY. EXTREME CARE MUST BE USED TO PREVENT SEDIMENT RUN-OFF DOWNHILL OF STUDENIT PARKING LOT GRADING. -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. ADJACENT AREAS THE HIGH SCHOOL IS LOCATED INEXT TO A RESIDENTIAL NEIGHBORHOOD AND A COMMUNITY COLLEGE. IT IS ACROSS THE STREET FROM A FIRE DEPARTMENT. IT WILL HAVE A TEMPORARY IMPACT ON ADJACENT AREAS (NOISE POLLUTION, TRAFFIC INTERRUPTIONS, ETC.) OFF -SITE AREAS THERE ARE NO BORROW, WASTE OR SURPLUS AREAS ANTICIPATED WITH THIS PROJECT SOILS THE PROJECT SITE IS RABUN CLAY EROSION AND SEDIMENT CONTROL MEASURES THE FOLLOWING VESCH CONTROLS ARE TO BE USED -SILT FENCE PER STD. 3.05 -DIVERSION DIKE PER STD. 3.09 -TEMPORARY SEDIMENT TRAP PER STD. 3.13 -OUTLET PROTECTION PER STD. 3.18 -ROCK CHECK DAM PER STD. 3.20 -PERMANENT SEEDING PER STDi. 3.32 -MULCHING PER STD. 3.35 -TREE PROTECTION PER STD. 3.38 -DUST CONTROL PER STD. 3.39 THE FOLLOWNG ALBEMARLE COUNTY CONTROLS ARE TO BE USED -CONSTRUCTION ENTRANCE MANAGEMENT STRATEGIES SEDIMENT TRAPPING AND DIVERTING MEASURES ARE TO BE INSTALLED AS THE FIRST STEP IN CONSTRUCTION PERMANENT 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 WLL BE REQUIRED TO ESTABLISH AND MAINTAIN A "GOOD" STAND OF GRASS/VEGETATION (BEFORE APPROVAL BY THE COUNTY. AT THE DISCRE11ON OF THE COUNTY, EROSION CONTROL BLANKETS MAY BE REQUIRED TO ESTABLISH STABILIZATION. SEQUENCE OF CONSTRUCTION 1. INSTALL SILT FENCE, TREE PROTECTION, SEDIMENT TRAPS, AND CONSTRUCTION ENTRANCE PRIOR TO START OF CONSTRUCTION AS SHOWN IN THE PLANS. 2. REMOVE EXISTING IMPROVDMENTS AS SHOWN IN THE PLANS. GRADE SITE TO SUB -GRADE ELEVATION. INSTALL STORM SEWER AND UTILITIES, THEN INSTALL CONCRETE AND PAVEMENT AS SHOWN ON THE PLANS. AFTER ALL IMPROVEMENTS ARE COMPLETE, THE FINAL, STABILIZATION AND LANDSCAPING SHALL BE DONE. 3. MAINTAIN EROSION CONTROL MEASURES THROUGHOUT INITIAL CONSTRUC11ON WORK. A) ALL ESC MEASURES WILL BE CHECKED WEEKLY AND AFTER EACH RUNOFF PRODUCING EVENT BY CERTIFIED RFD. B) ADDITIONAL ESC MEASURES SHALL BE INSTALLED AS REQUIRED BY THE COUNTY. 4, NO OFFSITE LAND DISTURBING ACTIVITIES ARE PLANNED. ANY OFFSITE LAND DISTURBANCE ACTIVITIES WILL REQUIRE A SEPARATE LAND DISTURBANCE PERMIT BY THE CONTRACTOR. 5. UPON COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE FINE GRADED AND PERMANENTLY STABILIZED PER THE VESCH PRIOR TO SCHEDULING A FINAL INSPECTION. 6. REMAINING ESC MEASURES WLL NOT BE REMOVED UNTIL THE LAST STAGE OF CONSTRUCTION. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK NOTES (MS-16�: 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 MATERIAL 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 BAC:KFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSIION AND PROMOTE STABILIZATION. E) RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F) APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. TEMPORARY SEEDING NOTES TS TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Planting Dates Species Rate (lbs./acre Sept. 1 - Feb. 15 50/50 Mix of nnual Ryeggrass Lolium murti-florum & erea in er Rye Secal� cereale) 50 - 100 Feb. 16 - AprR. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) PERMANENT SEEDING NOTES PS TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR THE PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn Commercial or Residential 175-200 lbs. -Kentucky 31 or Turf -Type Tall Fescue 95-100% -Improved Perennial Ryegrass 0-5% -Kentucky Bluegrass 0-5% High Maintenance Lawn 200-250 lbs. -Kentucky 31 or Turf Type Tall Fescue 100% General Slope 3:1 or lese -Kentucky 31 Fescue 128 lbs. -Red Top Grass 2 lbs. -Seasonal Nurse Crop* 200 lbs. I JU IbJ. Low Maintenance Slope (Steeper than 3:1) -Kentucky 31 Fescue 108 lbs. -Red Top Grass 2 lbs. -Seasonal Nurse Crop* 20 lbs. -Crownvetch** 20 lbs. T50 ids. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April .................,................ Annual Rye May 1st through August 15th................................. Foxtail Millet August 16th through October .................................. Annual Rye ** Substitute Sericca lespedeza for Crownveitch east of Farmville, Va. May throu h September use hulled Sericia, all otlher periods, use unhulled ericea). If Fla ea is used in lieu of Crownvetch, increase r to to 30 lbs. cre. All legume seed must be properly inoculated. Weeping LOvegrass may be added to any slope or low -maintenance mix during wlarmer seeding periods; add 10-20 lbs./acre in mixes. GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 20, 1983, AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED OIN THE PIPELINE AND APPURTENANCES, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1 /2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING UiSED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED IINTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA TO WHICH THAT CERTIFICATION APPLIES. 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING; A FUTURE EXTENSION OF THE LINE. MATERIAL NOTES 1. PVC PLASTIC SEWER PIPE SHALL BE ASTM D-3034 PSM SDR 35 MIN. REFER TO VDOT PB-1 FOR BEDDING DETAIL. 2. REFER TO VDOT PB-1 FOR BEDDING DETAIL FOR D.I. SAN. SEWER PIPE. 3. DUCTILE IRON WATER LINE SHALL BE ANSI/AWWA C151 CLASS 52 FOR 12" AND SMALLER, AND CLASS 51 FOR 16" AND LARGER. 4. COPPER WATER SERVICES SHALL BE TYPE K, DRAWN TUBING, PVC PLASTIC WATER LINE 3" AND SMALLER SHALL BE SCHEDULE 40. 5. CORRUGATED PLASTIC PIPE (SMOOTH -BORED) FOR ROOF DRAINS AND STORM SEWER SHALL BE ASTM F 405 OR AASHTO M 252 FOR 10" AND SMALLER, AND ASTM F 667 OR AA,SHTO M 294 FOR 12" AND LARGER. REFER TO VDOT STD. PB-1 FOR BEDDING DETAILS FOR CORRUGATED PLASTIC PIPE. 6. ALL CONCRETE PIPE SHALL BE CLASS III EXCEPT AS OTHERWISE INDICATED. REFER TO VDOT SPECIFICATIONS. REFER TO VDOT STD. PB-1 FOR BEDDING DETAILS. 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL), WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION( MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHAUL 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). GENERAL CONSTRUCTION NOTES FOR 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 ENIGINEER. 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. GENERAL CONSTRUCTION NOTES FOIR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT "UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER MATERIALS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE ALL APPLICABLE EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE„ AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST 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. 18. 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 -20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 10 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. 19. 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. 20. 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. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES; NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS (PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE: REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD-1 OR CD-2 CROSS DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP AKIN MI R Ll . No 37241 , OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: N/A DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE GENERAL NOTES AND DETAILS &' T o6�0Ol? C2mO SHEET 2 OF 9 ISOMETRIC VIEW WHEN CURB RAMPS ARE USED IN CONJUNC1ION WITH SHARED USE PATHS,THE MIN. RAMP WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. EXPANSION JOINT (SEE NOTE BELOW) 4" A3 CONCRETE SMOOTH SURFACE BROOM FINISH 4" VDOT 21-A STONE ISOMETRIC VIEW WHEN CURB RAMPS ARE USED IN TIE TO EXISTING WITH CONJUNCTION WITH SHARED USE PATHS,THE CONSTRUCTION JOINT MIN. RAMP WIDTH SHALL BE THE WIDTH OF OR TAPER EDGES THE SHARED USE PATH. ADD CONSTRUCTION 2'R JOINT 1 1 2 a a a a J?AMP 1:1.2 MAX a r Q COMPLETELY SEAL TRUNCATED DOME EXPANSION JOINTS WITH DETECTABLE SURFACE GRAY SIKAFLEX(D - 227 2'x2' YELLOW PANELS OR APPROVED EQUAL (CUT TO FIT) 2' SIDEWALK WIDTH STD CG-2 a a oa DETECTABLE SURFACE SECTION A -A ALL MATERIALS AND CONSTRUCTTN OF THIS DESIGN IN A R/W TO BE MAINTAINED BY VDOT SHALL CONFORM TO THE CURRENT VDOT ROAD AND BRIDGE STANDARDS. PROVIDE DETECTABLE r WARNING ON APPROPRIATE SURFACES AND MEET ALL OTHER REQUIREMENTS OF THE VUSBC. CG-12 TYPE B 2.2' NTS CL. I ROCK RIP RAP 3/8" CONTROL JOINT /-(SEE NOTE BELOW;) COMPACTED SUBGRADE NOTES: 1/2" EXP. JOINTS SHALL BE PLACED AT 30' INTERVALS AND AT ALL AREAS WHERE PAVING ABUTS OTHER WALKS AND STRUCTURES (TYP.) JOINT MATERIAL SHALL BE SEALED WATERTIGHT ON TOP (GRAY SIKA FLEX-227 OR APPROVED EQUAL). CONTROL JOINTS SHALL BE PLACED AT 5' INTERVALS BOTH DIRECTIONS, UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK NTS NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270 ° ) 7 CU. FT. 18" VALVE BOX #68 STONE-) 6" GATE 36"MIN o �, vo i VALVE e 8" X 6" TEE 2500 P.S.I. CONCRET BASE AND THRUST ° ; o+:°�'�o ° . BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W - 4 TD - 7 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. FOR DRAINAGE WITH STABILIZED OPEN -GRADE DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 4. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX "A" OF THE VDOT ROAD DESIGN MANUAL. NOTES: 2» 5„ 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN 2"R 1"R PLACE, 4000 PSI IF PRECAST. 3. FOR DRAINAGE WITH STABILIZED I "ol r o, ° " OPEN -GRADE DRAINAGE LAYER, THE 3 4 1":1' BOTTOM OF THE CURB AND GUTTER 11„ SHALL BE CONSTRUCTED PARALLEL TO '� ° ° ° 7" THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 4 ° 4. ALLOWABLE CRITERIA FOR THE USE OF - - - - - - CG-7 IS BASED ON ROADWAY THE BOTTOM OF THE CURB AND CLASSIFICATION AND DESIGN SPEED AS GUTTER MAY BE CONSTRUCTED SHOWN IN APPENDIX A OF THE VDOT PARALLEL TO THE SLOPE OF ROAD DESIGN MANUAL. MINIMUM DEPTH OF 7" 7" 2'-0" SUBBASE COURSES PROVIDED A 5. WHEN THIS STANDARD IS TO BE APPLIED IS MAINTAINED. INTO EXISTING BARRIER CURB, THE THIS AREA MAY BE CONCRETE TRANSITION IS TO BE MADE WITHIN 10' OR AT THE OPTION OF THE CONTRACTOR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. COMBINATION CURB & GUTTER 6. WHEN COMBINATION MOUNTABLE CURB & CG- 7 GUTTER IS USED, THE STANDARD NTS ENTRANCE GUTTERS OR STANDARD CONNECTION FOR THE STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION NOTES: INCORPORATED. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS 2" 5" (ALONG FACE OF CURB) WILL BE PAID FOR AS ---- RADIAL CURB 4. THE DEPTH OF THE CURB MAY BE REDUCED AS 3 4 MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH _ 4' 6' AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF 2" R �`° ° CURB WILL COINCIDE WITH THE TOP OF A COURSE ` WIDE 6' WIDEN SURFACE OF THE PAVEMENT SUBSTRUCTURE. „ OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO 1" R 4 A3 CONCRETE ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR SEE 4" VDOT A DECREASE OR AN INCREASE IN DEPTH. NOTE 4 �� ° ° 21-A STONE-\ 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE ° ° BASE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A ° a a ° OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. ° ° ° C6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING ° BARRIER CURB, THE TRANSITION IS TO BE MADE SUB BASE �QO�O�O O C�QO C� C WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT ' REGULAR OPENINGS. L7)j COMPACTED STANDARD 4" CURB - CG-3 SUBGRADE NTS CONCRETE SPILLWAY PAD NTS 4" 2" R ° 6„ c° ° 7" °' p ° a a ° a° THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" THIS AREA MAY BE CONCRETE IS MAINTAINED. AT THE OPTION OF THE CONTRACTOR COMBINATION CURB & GUTTER CG-6 NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB 4. THE DEPTH OF THE CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. c NO STANDARD 6" CURB - CG-2 NTS 1.5" O.D. GALVANIZED STEEL HANDRAILS AND POSTS 12" MIN. 12" TYP. TYP. I 16" CONCRETE OR RECYCLED RUBBER ALLOWED r\,/x'</x<//<// /<�/�� \</x ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND PRECAST 6" WHEIEL STOP NTS (WHEEL STOPS SHALL CONFORM TO VDOT REQUIREMENTS) 2" SM-9.5A PRIME COAT PER VDOT SPECS' i--8" 21 A STONE \-COMPACTED SUBGRADE PAVEMENT DETAIL NTS // j FINISHED 3' GRADE (TYP.) #3 NOSING BAR AT EACH RISER EXP. JOINT / 0.8% COLORS AND TYPE OF SIGN 4 7/8" 5" TO CONFORM TO VDOT AND AASHTO STANDARDS 4 1 /4" 4 1 /4" 3/8„ �3/8$) 1 N 1 /2 /4„ 1 1 2 g 1 1 /2„ N 1 1 /2" 3 7/8" 3 7/8" 12" OF POST J. SECTION 4.6.4 SIGNAGE. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY AN APPROVED SIGN WITH THE BOTTOM EDGE AT LEAST 7 FEET ABOVE THE GROUND, UNLESS THE SIGN IS PLACED FLUSH AGAINST A BUILDING, STRUCTURE, OR OTHER LOCATION THAT DOES -NOT OBSTRUCT VEHICLE OR PEDESTRIAN TRAFFIC, IN WHICH CASE THE SIGN SHALL BE AT LEAST 6 FEET AND NO MORE THAN 10 FEET ABOVE THE GROUND. SIGNS SHALL BEAR THE INTERNATIONAL SYMBOL OF ACCESS AND THE WORDS "RESERVED PARKING" AND SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE MARYLAND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (SEE REGULATION .07 FOR EXPLANATORY MATERIAL). COLORS LEGEND AND BORDER -GREEN; BACKGROUND - WHITE; WHITE SYMBOL ON BLUE BACKGROUND NOTE: PROVIDE ADDITIONAL "VAN ACCESSIBLE" SIGNAGE PER ADA REQUIREMENTS FOR SPACES AS NOTED ON PLAN. FOR INFORMATION ON SIGN POST AND MOUNTING REFER TO DETAIL ON THIS SHEET. RESERVED HANDICAP SIGN (TYP.) NTS r- i. NOTES -STANDARD HANDICAPPED SIGN SEE DETAIL 3 THIS SHEET INCREASE STEEL TUBE LENGTH 8" WHEN VAN SIGN IS ATTACHED `VAN ACCESSIBLE" SIGN (SEE DETAIL ON THIS SHEET) U-CHANNEL, 2 LBS/FT., GREEN ENAMEL BAKED FINISH STEEL POST. SLOPE CONCRETE AWAY FROM POST - FINISHED GRADE 12" DIA. CONCRETE FOOTING 1. DISTANCE FROM GROUND TO BOTTOM OF SIGN SHALL BE 7'. 2. SEE PLANS FOR A.D.A. PARKING SPACE LOCATION. 3. ALL WORK SHALL BE DONE IN ACCORDANCE MOST CURRENT ADA REGULATIONS HANDICAP SIGN/FIRE LANE* MOUNTING NTS *SCHOOL DISTRICT TO FURNISH FIRE LANE SIGN. CONTRACTOR TO INSTALL SIGN AND POST AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 1 COUNTY COMMENTS ANT FILE NO, 110-886.002 DATE: February 27, 2012 SCALE: N/A DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR 12" 516.10 6" (TYP.) (TYP.)515.50 515.60 ° p a �n ° a i 515.00 ° ° ° ° ° 0.438„ p „ ° `_ u j ` l s rl X { ?%s'r�t L t! f / 1 i . 2 ;�..(, , ;.a �r=�' 1..'r . C_<'..; r Cf t ).,.. C' ,..'-•:,, yS:..l.` ...: ? rim; � a._ . C .....1•v �..rr) .. - ) . �.: t1 / 3_1 „ 1/2_ R 514.50 t.rl n`_."4..ttr.:r,F;_ofr�Fl:i1�. t.' r r:. tS� fry.'-.; .1`,�i.l ,L _ 1..:71t ._�.. d11, �� = _ ,:cC I s,t t ,.<_. t_,. C. _ r c;..,:.; sr Cr Cl� y <�r. 2.: w.j r:._r,s. xisf •'. ihr 8 Ln (MA x.) d 5 o �� l : i i Ir'/ r, ,a k h� aY ,r, ar : �,, s ��. 5114.00 / EXP. ° ° ;z f, 5 f',•r;' r" Ln / JOINT 3.859" 3.859" 513.50 �t 'r `'r r�r.'� A3 CONCRETE o SHEET TITLE FINISHED j GRADE ! 2.0%� ';�� <�,f , #4 REBAR (12" O.C. E.W.) CIVIL DETAILS 513.00 r{� ACCE SIBLE r_ 4" 21 A STONE Ln i R1.5" 9 4 EXTERIOR STAIR DETAIL �) 1 -0 (2) #5 REBARS, BOTTOM CONTINUOUS, NTS j 3 ° ' .° °' ; LAP 2'-2" AT SPLICES NOTES: � 61� 1. FINE BROOM FINISH ALL STAIRS. COLORS AND TYPE OF SIGN 3»_._ 2. THREE HANDRAILS REQUIRED FOR ALL TO CONFORM TO VDOT AND SHEET COMPACTED SUBGRADE STAIR SECTIONS 8' WIDE OR WIDER. VAN ACCESSIBLE SIGN (TYP.) AASHTO STANDARDS 1 -4 3. PROVIDE CURB ALONG EDGE OF STAIRS (PER MUTCD R7-8A) (BOTH SIDES), PER VDOT STD. S-2. NTS C2ml SHEET 3 OF 9 INV. IN (15" D)=514.74 INV. IN (15" E)=514.78 INV. OUT=517.25 \ I \ ASPHALT WALK SCHOOL BUILDING F.F. ELEVATION = 513.2 MIONTICELLO HIGH SCHOOL \��\\\��\\\\\\ \\\\\\\\\�� \\\��\��\\\��\\\\\\\\\ \\\ \\\ \\\\\\ 1400 INDEPENDENCE WAY �_\�\��\�\�\�\�\�\�_\�1_\�\�\mil_\�L\�\�_\ \ \ \ \ \�\��1� \ \ \� \ \ \ \ \ \ / CHiARLOTTESVILLE, VA. 22902 'j..:>::>. 2 PVC PIPE / PARCIEL ID: 09100-00-00-00200 REMOV EXIST. I - E REMOVE EXIST. NV. IN 12 S H 0 BUI <:`:':` 5 .35 C 0 L LDING R.R. TIES GRAVEL & 2 IP - P E CG - 6 CURB 3 _ :;:::::�`— ` INV. OUT-512.1.. F.F. ELEVATION 530 .0 -= SWAL ® / �' &GUTTER .: ',�:: , :,f , . . . . , . J Y '�f� I u� SWALE ... / / REMOVE EXIST. REMOVE EXISY �� 15" PVC PIPE ASP'�LT" WALK/ / / ASPHALT PAVEMENT REMOVE EXIST. INV. IN=509.80 / / / CONC. SIDEWALK � / , E,,EXIST. / \ E IST. SHRUBS TO BE / ` ` `'; o::::'. I I _ i / F RE H DRANT� PRO ::':..:• / ,, / / / / %� RE OVF�EXIST. TECTED &SAVED y ...,: � 4- � ( CONC. S DEWA LK \ (TYP.) --. <• / -' / / / � REMOVE EXIST. \� ` \ r / �CONC. CURB, \ �,�\ \\ \ \ \:��v o I / F / _ _ _ _ RAMP . ...: / - e \ \ T , \\m W \ \ t �\. FDC \WATER VeLVE I- — I ' D d D d e " p, , 14�1 \ REMO ,E EXIST! I -G�N C-Si DE-WAT REMOVE EXIST. TREES I(TYP.) FLOG / I POLE \ \ � \ \ \ � _ REMOVE EXIST. \ DR6�P INLET 4 PLUG PIPE\ � I ��E G T POLE REMOVE EXIST. CONC. SIDEWALK \\\\\ \ p , P d p , d .. . D ' d Dp• . p','. Do l\ REMOVE EXIST. ••° p : °, D .Q •,I CONC. CURB — . — RELOCATE EXIST. \ LIGHT POLE \ REMOVE EXIST. CG-6 CURB & GUTTER REMOVE EXIST. CONC. SIDEWALK EXIST . TREES TO BE E _ ,/ PROTECTED & SAVED REMOVE EXIST. CONC. CURB \ \\\\\\\\\\\\\\\� . D D, D \ d \v . Z.D t U p° • ,, d: D :• d . _ , I I - D' I I I I 0 \ I I: \ : j \ CURB ND GUTTER d T 5. 5 J I I \ TAFF \ \ \ „ : ; „ STAFF F .' D OR 2 87: I AF � . I I I \\ t _ I - e I I \ \ \ \ I 520.. I I r I I I I I I I, \ ,° \ I p I I r < �, I ' -� d REMOV XI I / W .... , .. , _ \ \ f . \ I I ., \ \ \ E E \ I \\ I 1_. GRAVEL AS N \_ F E o ' STA E II \ I I , i \: I \, I I I - , -) u I I \ I I YP I \ J I T I I I a I I I I I , I I o „, I 0 I I I i W „ , \ TAFF - I I I �I \ '', >\ S AF STAFF d I t- I. A , t ST I I I I _ t I'D• \ I I I \ \ r _. \ I I I r 'I E VE - E IST 1 \ F\ < I M X J I I I I I r ,, Y., "t� j Y \ f R , , EXI DI I I : , „ ;- , , , , , , , .;'� A EL'<- \ STA a . .. I I 1 I ;\ , I x \ / I -• - - - I I II \ � — I I I ;, _ - I _ \ FF - I -, _ / I I - \s 1\7 I w �\ TAFF TOP 5 00 I I d STAFF A 1 I I \ = I ?\ , 4 ;, 2 - I / I I I \ INV 0 I / I I ._, . 5 9` 4 \ Q 2 � I I I I I a, - T I \/ I II ,, , I I ~ A Y :ti j `` \ I c STAFF STAF / I II I I ., cn I 1 I / I I I \ \ s� �,� I I AFF I I I I t,. L;� 1 ,, ,, � y ! L 1 P I � \ -: _ I I I r r " ,r�f !! A I I I I - Y .y_-_ 9 �, 6 SHAGB • - r SHAGBAR K \ \ 6 SHAGBARCK C I i I I :.1 a I I / =" > SHAGB I I I r > -+ ICKORY STAFF STAFF C / I I I I I I t r; t Y l�K I I I I I L_ I I :\ , r, \ \ H/CKORY I I I , l H Y I I ;- \_ KOR I I A, ,.! A., �0 I > � , , y �� REMOVE EXIS �R I I I °' s, \ -\ \ I I - I T STAFF I� I I k STAFF I TAFF I I I S STAFF I I \ I I I I : I I \ S S TAFF I i I I I I I , , .., ; , , ; \, \. \ R�B \ I \ /\ K , .,; f \ \ S D I H I \ I I I I I \ \; \ (TYP. \ I I s I s I , ,,1 \ I II I I I _ \ \ - I \ I I I I , ' ; . -;, =\., =', R .. \ STAFF S AFF ADA PARKING I I I I III I I I \ \ \ / VII AFF STAFF STAF I �. / I �. I \ I '• ' 1 ,I ' I , 7 �1�1 l 1 Il I I \... BENCHMA I I I I v I�, �I. v I II I I N v v v I I AFF F I T STAF I I AFF ST I �•� STAFF , I �� 3.42T AFF P�K NAIL ST FF \ I I -- I ,. 1 , \ \ 0 I I - I 1 \ \ _ _ \ I I I I I I I �\ I I I \ - �\ I I I 1 , , ! I 1. I 1 , , ! i 1 1 1 7 1, 1. \ \ I I I r.. " ,� \� I ,r. r. .. ,; �� I = „ „ _, STAFF A STAFF P. \ I - \ STAFF STAFF \ I ,II I r I I / \ 1 \ 1 REMOVE EXIST. D \ I , ,, \. I i �_ 'i I I I I I I I I I ,, , \ - \ J I I I I I , t \ c siD I I I \ \ I I° i I I \. �\= \. I i,: I / J r \ I f" \ . ( UGH T LI G T STAFF AFF I I I S F , _, I `-" AF \ STAFF ST \ I I I I D� N / I I III I I �I I I X \ \ / I � \ STAFF �u rE ' \ r- \ I I I I I I/ POL_ _ r _ _ ( \ POLE \ / I I \ I I \ / I - ,, . I __ ; , , I I I W I \ \ D / I I I I \ �— I� / I I I I I y STAFF F STAFF STAB 6 I I I S' AF STAFF Q I I 1 i ` i' p� I I I =' / I I - F I I \, STA I I \ ,, I ,. I w / / IIII I (, I I r \: , \ I I I \ `� I I \ ,R V I I I EMO E EXIST. , I " STAFF A STAFF — I ooW I I \ \ N .. :\ - _ STAFF T FF I I I I I ,. I SA \ I -G VEL',' _ / RA \ ST F Q I o LI H T I ( :' .. t 1 'I,. AFF / I \ , IIII - 1 I \ �� 1 I I I I \ ST P�LE D I �,,; I � _, ;. I I _ I i� 1 \ \ I I I J W I \ . STAFF STAFF AFF IQ , , t STAFF ST I I \ _ \S z I I I .;< - F \ STAF I I II „ " , - \ \, \ A \ \ I I I I I I I II I iI .\,, t fl �. I I. I I OTE. I „-_ , I ETURN L BUM ,• I _ \\ STAFF F i \ I I I I _ I STAFF TA { I I I STAF S \ w l w v I I i �' y F vF I \ i �' 1 A �', , f— I I I STAF I I I BLOCK v O OI�V►N ER v I I \ A F 3 Q \ I .r\,.,,.�r V oU I II ` - \ v I t ,',' z EXIST DI I s IN � , : ;, , , , , „ � � � � .,: _.� y , ,;�: ;' ',_r �, ,.,; �,,:- ':;�; , ��r`� ,-., � .. <,; -) EXIST DI �' , � . \ I I I I I GOOD CON I IO -mYP A - , ,, . r �Y'�,. , STAFF \ 6F CK TR � F STAFF \ o �� I ) o I �„ _ A '- A STAFF v TOP-521.11 I I s _ v I I .. ,,,� TOP 512.96 I I I 16 SHAGBARC \ 7 FF N I � 1 / ( lI \`; ;' ` / HICKORY STA _ , 7.. ,:,._•,�I I I y _ INV 19 . ,. , , ;� - \ I \ \ s INV 5 \ \ -_ . -. - , , _., -:-: _ -_..- . - _,..:: , f.:� A D \ I =� l H CK�R \ \ o > so �� ' TAFF 15 Y I 514 I i, ;, t ,.O 1 d I \ \ ,v _ , I \ II y I _ 1 ( f v \ I \ \ \ \. \ „ -, ', A \ STAFF / t , - r .' 1 \ \ ,: ;: - - <J \ \ ARC ,,. 1 r _, ,. , , `I f t 1 1 I \ �. K D ,_ \ \ I \ I \ \ _ . , , s SHAGBARCK / \ \ \ �. WN , , :.� � :: 1 . ' ,; _ , r, :- _ ,. , . , ; , .: ,, �{ � ' � I t' \ Hl KOR YB — — -„- \ \ ,. \ \ —\ \ \ - :_ / \ \ \ \ \ \ HlCK�O Y , \ \ - - \; \ STAFF \ < .. i , „ r/ \ i \ n REMOVE EMI T. \ \ ,, \ . _' \ REMOV XI e \R\\ J \ \ II I .D \ \ - , r �, E E ST i \ I \ J \ I I �P 501.92 t ' ;' \ \ \ \ a \ J \ 6 SHAGBARC TREE TYP I � REMOVE EXIST. ASPHALT PAVEMENT REMOVE EXIST. CONCRETE CURB J 1 , / \ \ \ _ TREE YP \ - s \ � \ \ I V.- 5.38 _ ST FF y \ \ J \ \ \ \ \ a HICK \ \ \\ \ \ ( ( \ ., \ 1 t ) i \ \ \ \ \ \ �- \ ;: :,: ASPHALT ARKING LOT \ \ / l \ EXIST DI p\ �°'/ \ \ NOTE. REMO�� E IBTI� 1 OLLA p - _ \ \ \ \ \ \ I I I , , :- , - , " i \ �L EXIST. DI I� \ TOP-511.06 \ -� A \ \ \V� 8c REITU N TO �/N`E IN \- - , �. ��:, GP TOP=510 00 INV.=504.84 \ \ L,_ >� A V D� �� EXIST. STORM MH V -�� V VA �\ VA\ I I T �� r /Y ' INV.=505.78 �� V �� a Q Q a ¢ �� \ LIG�iT TOP=521.03 I I I I O, , tL � ° \ INV.-�73.Q0 GOO Q PITI'ON (TYP �) \ / 1 I \ f` \ Q Q \ �,C' •/ POLE INV.= 13.49 �I j I - Q �- F- U- �- - EXIST. D I J \ \\ 1 I I I I I I!—I—T—I -I-- !- z \ , . RE OVE EXIST \ II Q t- cn cn cn cn cn cn \ \ 1 g RCP I I v u F �n \ \ \ TOP=520. 8 \ \ EXIST. DI / / i \\ \\ \\ I I - -r -T�- -r- -- -1- �- Q I> FATE &RETURN ' u Q `� �- cn U' _ 1 ° i - -� - --T -- — — ��` u v� - �- A, INV.=515.93 � TOP=520.25 / -T — �— I, r > TO OW ER IN GOOD <c F- °D \ �� I I I �\ I I I �, ` I ' , \ �- cn LIGHT POLE -� \ INV.=512.27 I J I II I I ' ' \ I' `> \ CONDITION \ I c� \ / �' - i -'' o \ �i � / ) / / 1 J I I \ \ �., \ REMOVE EXIST. u ` / - - --- -y�/I - - I / / / / / / I ' � \ \ 1 \ \ 1 1 ` � l ' \� \ EXIST. DI 'y � \ D ' ONCRETE WALKWAYS \ V�LVE \\ I / / 1 \ I \ \ ASPH• LTC R \ � o '' _' `°. — - — — — — — II I 1 / / / / / / I ; / TOP=506.04 \ �� U'\ • ° p _ ��- I I / / / // / / / / / // I I l \ \ \ \ , RF�MOVE EXIST. �NV.=502.47 �cn :. \. _�° ' I I I I / / /// / / / // / // \ ll \ \ \ \ \ �i' Gp,�E ASPHALT CURB \ �� v, r`n / � �- � \ I I I / / // / / / / // /% \ \ \ \\ \\ \ I - \ w � c LIG� PO y� \ / + - REMOVE EXIST. \ �J, _��° I I I I I / // // / / / / // // / �/ J / I GATE & RETURN � `�� J \ , \ I // // / / / / // / / / // / / / I 1 I • `; ::: TO OWNER IN GOOD \ Y� �`n /, III I V //// / / /// // / // // / // // / j / I CON IIZTION \ �c 1� /_ K�IFj� I I ///// /// �// / �// / / /// ° N�Rs I / / / / / / / / / / // // / o REMOVELI GH T - D . I // / / / / // / // / / // // // // / / I / EXIST. POLE i I VE I �/ / / / //�/ /// / / / /// / // / / ° cuRa, _ _ _ — �� y , ;. I MILL._ CREEK DR I / / / // // // / / j / / COL! ECTOR CS \ J / / / / // / / // // / // // \ P d 1�,,. , D.D EXIST. DI (URBAN 1 / / /// / / // / / / / / TOP_50449 / / / ,/ / / / / // / / Dd � i �� i INV.= -97.21 , , - / // / / / / / / EXIST. DI / / //// / / / / // / // /�. .' �5 1 TOP=512.63 /// / / /// / / / INV.=503.59 --�--- /// / / / / / / / / I EXIST. GATE — _ _ _ — / // / / / / / / // TO REMAIN - — = — _ — //////// ////// // //// / �/ \ - ' I _____-- / / //// / / // / / / /.- .--- / / // / /// / // // // / / // / /. ? --- / / IJ A //////// / ./ //// / // ///, //" % �� II __ _ _ — — — — — — / /// / // // /// / / / P� p e z . � .,- /// / // P Z \• i 1 // // / / // // �� C / EXIST. DI �� // // / / /// // //G� / \ ' / / TOP=502.71 / // / / // / //�G� v \ °�°,% <:,, // INV.=495,11 �/� / / / / / D z ' 1 / f / / / / // / / / D / /,: ,/ / // / // //// / / /'�/ \ l /,'/ / ,,/i / // // / ///D.../ // / / // / , °' r. '/ I / / //, /X-- / /, // /, , , /',•/ m m e GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. I I l -_ t t -,. AVIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP OWNER /REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: 111=20' DESIG B NED Y. DK M DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE EXISTING CONDITIONS AND DEMOLITION PLAN oblo E ()- SHEET SHEET 4 OF 9 1 GATE KEYP D �I PIPE BOLLARDS _ ❑ % (TYP.) GATE P ONTROL P INV. IN (15" D)=514.74 �P 13-, INV. IN (15" E)=514.78 NOTE: NOTE: INV. OUT=517.25 TOTAL ADT FOR DROPOFF IS 264. 1. ALL WATER LINES FROM THE FIRE EX. DI HYDRANT TO THE WATER MAIN SHALL TOP=521.33 INV. OUT=517.25 P P i i PIPE BOLLARDS�P (TYP.) INSTALL 25 LF OF CHAIN GATE &/LOCK PROVIDED BY KE' AD OWNER EX. DI TOP=518.73 PP INV. OUT=514.71 ELLO "FIRE LANE" .`" .. ...`...`. 'Z0.0 ASPHALT PAVEMENT FIRE LANE (4 SM9.5A, 12 21 A) EX. MANHOLE TOP=514.72 P INV. IN (15" C)=511.58 — _ -- — INV. OUT=511.50 PROPOSED FIRE LANE AT REAR OF SCHOOL SCALE: 1 "=20' INV.=473.00 18" RCP CG-6 CURB & GUTTER (SEE DETAIL SHEET C2.1) 1" CONDUIT (TYP.) EXIST. DI TOP=501.92 INV.=495.38 PG-2A (PER VDOT STANDARD) ASPHALT WALK 12'-6" PVC SCH. 40 —� R25.0'^ R1-1 "STOP" SIGN NEW CONCRETE STAIRS (SEE DETAIL OR C2.1) 36+00 MILL CREEK DR ICE URBAN COLLECTOR, CS- MAINTAIN A MINIMUM OF 3 FEET OF GROUND COVER. 2. ALL PROPOSED WATER LINES SHALL BE DUCTILE IRON. A.D.A. SIGN (TYP. OF 6) (SEE C2.1) ° IL p SKEET 92,1)o °pP D DP�D FLAGPOLE FIRE HYDRANT \ CG-6 CURB & GUTTER (SEE DETAIL SHEET C2.1) CG-2 CURB (SEE _ DETAIL SHEET C2.1) 12%12%6" WET TAPPING SLEEVE AND 6" G.V. & BOX AuIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP ARIN MI R „ ". ,�Z.- 1,.I . No 3 241,' \ \ CG-6 CURB & GUTTER ° (SEE DETAIL SHEET C2.1) CURB TO BE PAINTED YELLOW OWNER /REPRESENTATIVE ° IN FIRE LANE (TYP.) ' °• °• °°" • ' ROSALYN SCHMITT PLANNER/PROJECT MANAGER >°: c �•A �' PPP�PP PPPPPP\P\ ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT D 2751 HYDRAULIC ROAD p CGo 2 'CURB (SEE CHARLOTTESVILLE, VA 22901 p DETAIL SHEET C2.1) PHONE:(434) 975-9340 ° EMAIL: rschmitt@kl2albemarle.org EXIST. DI p ° TOP'=525.87. INV.=520.75 PROJECT TITLE ° D { p p MONTICELLO HIGH I D °r,G=6 'CURB, & GUTTER .(SEE DETAIL SHEET C2.1) SCHOOL PARKING LOT ° DI° P o IMPROVEMENTS ° SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA I EXIST. 20.0' W/L ESMT. EXIST. DI TOP=521.11 INV.=514.19 �P P� P LIGHT POLE EXIST. STORM MH TOP=521.03 INV.=513.49 EXIST. DI TOP=520.25 INV.=512.27 REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 1 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: 1 "=20' DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR ° T2' STOP BAR —� \ "' �� — TOP=50 ,4. � INV. = 21 p D EXIST. DI TOP=51.2.63 INV.=50�3.59 \ / „ 500' SIGHT DISTANCE PP R V STOP SIGN P / EXIST. DI TOP=519.25 INV.=511.68 SHEET TITLE SITE DIMENSIONAL PLAN PPF D GRAPHIC SCALE r 20 0 10 20 40 80 EXIST. DI 6m m mi 6mmIIIIIIIG PPS` P P / P TOP_ 502.71 11 —495 / INVSHEET ../ � PGD P= P� / i / ( IN FEET ) D 1 inch = 20 ft. x� C4mO SHEET 5 OF 9 IIII ��1111 i I I IIIIIIIIII I I II IIIIII II IIIIIII I I I I I I I I k I I I I I I I I I I I I I I I I I I I L I I I I I I I I I I I I I 1 I I I I I I I I \\ I I I IIIIIIII I I I II \\ I I I I I I I I '-_\\\ II IIIII IIII I I \\ I I I I I I I I \\ II IIIII IIIIII \ \ \\ \� � IIIIIIII IIIIII \\� \\ \ I I I I I IIIIIIIillll \ \ I I IIII o0 __�� II � I IIIIIIIIiII � _-� I II III IIII I I I I I I I I I III 1 i \IIIII IIIIII I I I IIII J IIII I \IIIIIIII IIIIII °Uwe IIIIII II � IIIIIIII / I IIIIIII I I - I III IIIII I III �� I � IIIIII IIII I I (IIIIIIII I I I - I \ I I � \ III I IIIIII I \ I � (IIIIIIII \ I I �I I I IIIIIII IIII \ \ I I II I \i I IIIII IIII III- � � III III I I I I I 1 i II I I I IIIII � o0 I I I \IIIII I I \ \: I / II II I IIIIIIII_ I I o o TC 511:16 TC 512:21 s \o TC 5 / I I I III I I I I 11-C 15109.44 L (( I lfc \ / I I ( I i I I I IIIII I 509.89 � o I I I I I I I I I I I I I Tc 10.88 ' TC 511.93 \ I I I I I III I \ TO 509.16 \ \ \ I I III IIIII � I I I o 0 \ I I I I I I \ I III I I I I TC 509.60� \ \\ I I I I I I I I I I I I so9 \ \ II I I I IIIII I I I o o 1 1I III I I I I�\ I / I IIIII I I I �I II IIIIIII �GHT POLE o \ o 0 I IIII I I I I I I IIIIII I/ I II I II \ I so \. // / I I I I IIIIIIII � I IIII o� � o 0 I � I I \ I I I I I I I I IIIIIII s�> S ETC o9. .\� \ I I (IIIIIIII / IIIII TC510. \ II 11 I I 1 III \\ \ I I I I I I I III I sos a o 1 \ I I I I I I I 1 OW) I�v �\ TC , TC 507 1 \ TC 50 7.\ 1 1 \ \ \ \ \ \ \\ \ \ 50 �� ( I I I \ TC dpE 5 1.9 2 505.92 \ 7. so �I soy \ \ \ \\ \\ I I TC 505.50I , C\ \\\ \ I N V. �Z3�60 1 I I I I Tc 505.56 o i \ \� �TC505.89 U_'1 :1 RC - 1 I\ T o C 6.00 TC- I50 .1;- I Tc HP o \ \ 506.20 T \ //i / /) ) 111 I /�� // // � / EX 504.TC 43 / //� \ // / A / // ,// // o % \ LI GH T z / j POLE // / �- I / // 503 /10, / / D/ o� // D `-100, 50� - -/ / o L+J tsLIVU EXIST. TO REMAIN i ACSA EASEMENT \\ -,RELOCATED FIRE / DEPARTM�T 6- CON ECTION BEr / 4" 45' _ �y 1 BEND \ FP 5390 OQ a . 4 TC N 11�T \ \ EXIST. DI -rnn_�nG nA SCHOOL BUILDING Delete Concrete F.F. ELEVATION = 530.0 Work (Typ.) Remove Two Bushes & Install New Concrete Work (243 SF)� \ REMOVE MYRTLE 529.25 e II/ \`� �� TJ- \ I I - - - I / CJ/.� 7, �_LLLd ^ V D. 523.5� E VIA �� \ 524.48 '\ c� 25 LF of `3°Z'°rtNt z in A: REMOV_ 92LF CONDUIT - LIGHT \� S ` �• \ 525.14 I 3' TAP 6.7 12'Gate,DValv�A; \ Tis 518.40 \ ? POLE 525.24 to TC 52 & TC: 26.71 s, o�� O E S5 TC`525.05 N -� Z z \� TC 519.60 \\ T( 20.7 T� ��„ � Q \\ TCTC 5�� \ TC 523.70 \ TC 5�4 65 _ _ _ EXIST. DI TOP=504�� INV.=. Ae��-7.21/ P,�VE ENT z ST F STAFF \ STAFF\ STAFF EXI Dt- -\STAFF TOP17.00 STAFF STAFF ST�XFT INV.=509,42 J T rF WATER QUALITY r I Ar r S - DCR STD. 3.13, STAFF STAF.\ a- SEE SHEET C8= ' \\ s'9 Q f S>TSTAFF \ �\ S� TAFF S'�\ STAFF STAFF STAFF \ s \ STAFF `'T,AFF \ STAFF STAK�F STAF\F STAFF STAFF \ TAFF 3.42 \ \ \ STAFF \ STAFF STAFF \ STAF S AFF \ STAFF LIG T \ STAFF POLE \ STAFF S`T�AFF STAFF \ \ STAFF STAFF STAFF STAFF \ `.STA�K STAFF STAFF S�A,F \ STAFF TAFF STAFF \ \ STAFF \ STAFF EXIST. DI g6 STAFF STAFF \ `ST�F INV.=50-k15 \ EXIST. DI \ ASPHALT ARKING LOT \ \ 0o I EXIST. DI TOP=502.71 INV.=495.11 i 36+00 MILL CREEK DRIVE URBAN COLLECTOR ) EXIST. DI TOP =512.63 INV-503.59 \ STAFF S- T e V D e D p" I 525.9 EXIT. DI TOP 525.87. 4 INV.T520.75 : D °D p � D It 1 D 1 I A• \ I i I I I I \ I \ � III / \ I � EXIST. DI TOP=521.11 \ INV.=514.19 \� EXIST. STORM MH \ \LIGHT TOP=521.03 POLE INV. =p13.49 \ \ / EXIST. DI \ TOP=520.25 \tiA F INV.=512.27 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. EXIST. DI TOP=519.25 INV.=511.68 �w A110117 A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW,AMTENGINEERING.COM F Y k� REGISTRATION STAMP DARIN MI R ! I . No $7241 OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARK DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: 1 "=20' DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE GRADING PLAN SHEET C5mO SHEET 6 OF 9 � EX KEYP D TC >^ IN` >I Iw P i PIPE PIPE c:) BOLLARDS BOLLARDS _ ❑ (TYP.) (TYP.) GATE �� GATE ONTROL KEYPAD LIMITS OF DISTURBA CE _ EX. DI (0.03-1 C�) \ TOP=518.73 BAD; BjD WV� INV. OUT=514.71 0FH z w I 0 y Q� WOODEN GUARD RAIL LLJ ct� a ��/ EX. MANHOLE --1 TOP=514.72 24" PVC INV. IN (15" C)=511.58 24'_PVC 4- _ - - - INV. OUT=511.50 CONC WALK EX. MANHOLE ---- -� TOP=515.79 PROPOSED FIRE LANE AT REAR OF SCHOOL SCALE: 1 "=20' NOTE: SWALE ALONG NORTHEAST PERIMETER IS TO REMAIN OUTSIDE OF LIMITS OF DISTURBANCE. I \ \ PS MU O SEDIMENT TRAP SIZING CHART �- Drain Total Vol. Total Vol. Size at Bottom of Trap Bottom Top Bottom Top Dry Vol. Wet Vol. Trap Area Required Provided Outlet Elevation Elevation Elevation Elevation AC. CY CY CY CY (W) (1) (d) of Trap of Trap of Weir of Weir ST #1 xZO 28 18.76 18.76 37.52 50.22 3 1 Q ��L 20 `\ 0, �, 1.7 518 522 520.00 521 ST#2 Q;62 x 34.84 34.84 69.68 74.96 K9� , �{° 18 5{0, fir' 3.1 513 518 515.75 517 g I �.DfSt�wy+✓ k�k u t � A �',V �r ST #3 30.15 30.15 60.30 73.04 25� 0 ` 2.7 506 511 509.00 510 ST #4 �, �Q 75 50.25 50.25 100.50 111.41�,$� 35 5.0 `,� 4.5 501 506 503.50 505 x •a, ea D p D p D p DC I ? 29 p D°' D D p D D D 4 IMITS OF _j DISTURBANCE c MU ` o 0 D In\ \ \ \ �� ;" ' \ s\ PS MU s�\ \ s� � \ ss • ST2 s, o s S MU PS MU \ \ OUTLE�,=,3.1 cP s�� s44 \nn \ Y \ 527 0 swim D ' II p I 511 \ \ \ \ \ \ `� ��6, \ / \ EX15T. DI 1 TOP =525.87. ° \ INV.T520.75 D �/ 522 �523 \ s - - - > p o0 p \ \ \ \ - �'� P D I \ \ \ \ \ \ SF I 521 522 p D �I ST3 p TT-27' 00o S\ \ CD \ 518 \ Q \ LO sue \ \\\ 0amr s\ \ \\ CST1 o� o EXI-5DI \I � r 518 DID 0) TOP=17.00 519 0 S MU INV.=5521MU DC 0522 D 510 522 4 521 ° r SF O 509 510 \ \ \ ` \ '9 __�__- D N / I \ \: D_ OUTLET=1.7' ` Sc,,\ �� XCD P S M U t \ \ \ \ \ \ \ \ \ BENCHMA\ K s, \ p ^ I N/ ' 3.42 \ \ P/K NAIL \ I D DI \ \ \ \ \ ELEV. =520.13\ II \ (5, \ \ \ \ \ I 1 OF TEMPORARY 6' HIGH CHAIN \ I I DD s,\ TP \ \ \ \ FENCE TO RESTRICT I I \ s \ ' \ \ \ \ II STRUCTI N TRAFFIC ACCESS 7I I I \ \ \ \ / I > 1-1 cl_`� .• \ z � 506 507 SH OFF AREA \ \ \ \ �� I o III111 \ P O I I I \ ::: :`.:.:.: P S M U \ \ \ \ \ \ 1� \ I I o \ \ \ \ �_ I o I \ � I 3 ,p � r EXIST. DI IO, IL I_ � � � � � \ , � EXIST. DI \ \ \ I p�. ' 4 0 \ \ \ TOP=521.11 I ST4 :'.:':::: \ TOPr12.96 \ \ 1 � _ � \ � I j \ INV. = 514.19 ,n INV.-5\1� ( ( I I I 7 � Ln O O O o � / I SF L0 \ \ O \ O //( I O \ �LO 0 \ \ \ � . so \ \ D \ \O 501. 2 \I V. =\ 5.3 \ Q EXIST. DI ;;`;SRWD S MU EXIST. DI TOP=511.06 / EXIST. STORM MH� TOP=510.M INV.=504.84 TOPy521.03INV.=505.78 o EXIST. DI INV.-P13.49 r TOP=520.58 \ V\ / cXIST. CE :; I - / / \ INV.=515.93 TOP=5, s� V ApD' \ INV.=51 \ 1 D o \ EXISTD . o TOP = 5 0 6.0 4 \ \ 0 �- --• - -�'�- - - - - \NV.=502.47 D\ ° D 11>1 EROSION CONTROL LEGEND _ 0 ° -gyp \ TITLE KEY SYMBOL STD. & SPEC. QUANTITY NUMBER* O� �� \ � �� / I _ SILT FENCE SF O - SF - 3.05 240 LF � � III 37+00 38+00 // // // o % \ % 00 DIVERSION DIKE DD -►--►- 3.09 400 LF I II - jLIMITjOF Dls3TU ANCE ® ®D p J -rr RIGHT-OF-WAY DIVERSION RWD -►-► 3.11 60 LF J II EXIST DI TOP=504' D >p \ i INV.= .21 35kOD ,- - l TEMPORARY SEDIMENT TRAP ST 3.13 4 EA. I \ OUTLET PROTECTION OP 3.18 1 EA. 3.20 2 EA. 503 - - _ / ROCK CHECK DAM CD ® \ o PERMANENT SEEDING PS 3.32 0.38 AC. kQ oe MULCHING MU 3.35 0.38 AC. - - -�� - �• '- - - '- TREE PROTECTION TP - TP - 3.38 128 LF i \ �- �D /� DUST CONTROL DC 3.39 2.27 AC. \ �/ / 1 o _ GRAPHIC SCALE j EXIST. DI ��' TOP= 502.71 zo o 10 20 40 so INV.=495.11 CONSTRUCTION ENTRANCE CEO\ COUNTY 1 EA. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD.& SPEC. IN FEET ) / / 00 / i inch = 20 ft. /� / ��x / / TOTAL LIMITS OF DISTURBANCE: 2.44 ACRES EXIST. TOP=5 INV.=5 ALIT A. MORTON THOMAS AND ASSOCIATES, INC. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM REGISTRATION STAMP NRIN K y MI R Z_ LI , No 37241,E OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA MARK DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 1 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: 1 "=20' DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN C SHEET C6s0 SHEET 7 OF 9 LANDSCAPING AREA TABLE PAVED AREA = 114,560 SQ. FT. REQUIRED LANDSCAPE AREA = 5,728 SQ. FT. PROVIDED LANDSCAPE AREA = 15,1 65 SQ. FT. County of Albemarle Conservation Plan Checklist -- To be placed on Landscape Plans (Handbook, pp 11I-284-111-297 for complete specifications) 1 • TU following items shall be shown on the la Trees to be saved; 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.VA estobe saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ding shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pr -Cons ruction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Egiiipment Operation and Storage: 1Ieavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. S94 Erosion and Stormrvater Detention Devices: Such devices small not adversely affect trees to be saved, b. F1 s• Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toile Materials: 14 Toxic materials shall not besrored within 100 feet of the dripline of trees to be saved. 8. P 'btective Fencin Trees to be retaincd 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. T e WelIs: 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. Tr a 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. Tr thing and Tunneling: When trenching is required within the limits of clearing, it shall be date 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. Cleanum Protective fencing shall be the last items removed during the final cleanup. 13. Dunned ed 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 REQUIREMENTS. CONTRACT PURCHASER SIGNATURE: (DATE) 5/1/06 Page i of 1 TREE CONSERVATION NOTES: MARKING: ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING RIBBON HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT FACILITIES: TEMPORARY EROSION CONTROL MEASURES SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. FIRES: FIRES ARE NOT BE PERMITTED. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. PROTECTIVE FENCING: NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY.. TRENCHING AND TUNNELING: WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. DAMAGED TREE & COMPACTED ROOT ZONES: ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED. REMOVAL OF TREE PROTECTIVE MEASURES: TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. PLANTING NOTES: 1. ALL PLANTS MUST CONFORM TO CURRENT AAN STANDARDS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION ACCEPTANCE. 2. OWNERS REPRESENTATIVE RESERVES THE RIGHT TO INSPECT ALL MATERIALS AT SOURCE. 3. AMENDED BACKFILL SHALL CONSIST OF A UNIFORM MIXTURE OF 75% APPROVED TOPSOIL AND 25% COMPOSTED COW MANURE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND SHALL MAINTAIN A CURRENT MISS UTILITY NUMBER THROUGHOUT WORK PERIOD. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND WATERING OF ALL PLANT MATERIAL FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION ACCEPTANCE. 6. CONTRACTOR SHALL PROVIDE OWNER'S REPRESENTATIVE WITH DETAILED, WRITTEN LANDSCAPE MAINTENANCE INSTRUCTIONS PRIOR TO FINAL ACCEPTANCE. 7. REMOVE ALL HOSE, WIRE, AND STAKES AT END OF GUARANTEE PERIOD. 8. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING TREES FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 9. IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE PLANT 4" ABOVE NORMAL PLANTING DEPTH AND PROVIDE 4" #68 STONE AT BOTTOM OF PLANTING PIT. SHAPE GRADE TO MATCH. 10. ALL PLANT BEDS SHALL BE MULCHED (3" MIN. DEPTH) AND EDGED CLEANLY WHERE ADJACENT TO ANY EXISTING LAWN, SODDED, OR SEEDED AREA. 1 1 , ALL GRASS WITHIN EXISTING LANDSCAPE ISLANDS SHALL BE REMOVED AND REPLACED WITH 3" SHREDDED HARDWOOD MULCH. 12. ALL EXISTING HICKORY TREES WITHIN THE PROJECT AREA ARE TO BE REMOVED AND REPLACED WITH TREES AS INDICATED ON THIS PLAN. 13. BIORETENTION PLANTINGS ARE INDICATED ON A SEPARATE PLAN. SWALE ' l N I�=50TOPD4I .'� INV.= 9J.21� •..•_ 'a - TRFFS LARGE DECIDUOUS TREE QUANTITIES MILL URBAN COLLECTOR G`, Td 14 Taxodium distichium Bald Cypress — NATIVE 1Y2,. _ 1 3/4„ CAL. as shown Lace like foliage, golden fall color (a Ns 18 Nyassa sylvatica Blackgum — NATIVE 1Y2" — 1 3/4" CAL. as shown Glossy oval leaves, maroon fall color Dv 8 Diospyros virginiana Persimmon — NATIVE 1Y2" — 1 3/4" CAL. as shown Small white flowers, bright yellow fall color SCREENING SHRUB QUANTITIES: SHRUBS KI 28 Kalmia latifolia 'ELF' — NATIVE Dwarf Mountaini Laurel 18" MIN. GROWN 5' O.C. Evergreen, small white & pink flowers CONTAINER iI Rs 25 Rhododendron scintillation — NATIVE Rhododendron iscintillation 18" MIN. 5' O.C. Evergreen, large pink flowers CONTAINER GROWN TREES ENTRANCE PLANTING QUANTITIES: a- Cc 4 Cercis canadensis — NATIVE Eastern Redbudi 1Y2" — 1 3/4" CAL. 15' O.C. glossy heart shaped green leaves, profuse pink flowers in spring SHRUBS G KI 36 Kalmia latifolia 'ELF' — NATIVE Dwarf Mountaini Laurel 12" MIN, as shown Evergreen, small white & pink flowers CONTAINER GROWN Ma 10 Mahonia aquifolium — NATIVE Oregon Hollygrape 12" MIN. as shown 3' tall at maturity CONTAINER GROWN golden and green evergreen foliage GRASS ES/PERENNIALS/GROUNDCOVER X X X Jc 50 Juniperus conferta "Blue Pacific" Pacific Blue Juiniper 1 GALLON as shown salt tollerant, 12"-15"x5'at maturity X X X X green blue foliage Woo is 120 Juniperus squamato "Bluestar" Blue Star Juniper 1 GALLON as shown salt tollerant 18"-24"x6' at maturity 0 0O ( silver blue foliage 444 JcD 96 Juniperus chinesis "Daub's Frosted" Daub's Gold Juiniper 1 GALLON as shown salt tollerant 15%5' at maturity yellow is summer bronze in winter DOUBLE SHREDDED HARDWOOD MULCH (3" MIN DEPTH) — APPROXIIMATELY 12 CUBIC YARDS RESIDUAL MULCH SHALL BE PLACED WITHIN EXISTING PLANTING BEDS. TREE CANOPY CALCULATION TABLE (INCLUDES TREES PLANTED WITHIN WATER QUALITY SWALE, INDICATED ON SHEET C8.0) COMMON NAME QUANTITY AREA OF CANOPY TOTAL PIN OAK 7 370 2,590 SUGAR MAPLE 7 195 1,365 WEEPING CHERRY 1 77 77 BLUE ATLAS CEDAR 2 41 82 HERITAGE RIVER BIRCH 8 397 3,176 BALD CYPRESS 17 92 1,564 BLACK GUM 21 123 2,583 PERSIMMON 8 151 1,208 EASTERN RED BUD 4 124 496 DWARF MTN. LAUREL 64 28 1,792 OREGON HOLLYGRAPE 10 2 20 RHODODENDRON SCINTILLATION 25 13 325 CANOPY AREA REQUIRED (10% OF 151,293 SQ. FT. SITE AREA) = 15,129 SQ. FT. TOTAL SITE CANOPY AREA = 15,278 SQ. FT. EXIST. DI TOP-512.63 INV.=503.59 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 BACKFIILL WITH AMEI` EXCAVATED SOIL AS 3" — 4" HIGH SAUCE OF PLANTING PIT UNDISTURBED PIT FL 3% CROWN GRAPHIC SCALE ( IN FEET ) 1 inch = 30 it. � LI 24MEW . . . . . . . . . . . . . . . . . . . . . . . . . . ' t I° OO O X X X X . . . . . . . . . . . . . . . . . . . . p >°0 40 O X X X X . ......... A'�4T .,.� �o O XO XXXX J•c�.....'..'.:................. OO O p XXX 26. O O X X A. MORTON THOMAS AND ASSOCIATES, INC. ,.,d. ........ �. DO Cc CONSULTING ENGINEERS ' p O X 4 .4 ....... 10710 MIDLOTHIAN TURNPIKE SUITE 202 4 RICHMOND, VIRGINIA 23235 • • • • •JCD • • • • (804) 276-6231 FAX: (804) 276-6233 no /� U 1.4 ...... WWW.AMTENGINEERING.COM \ LIGHT POLE DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE PLANTING BED PETAIL NOT TO SCALE ENTRANCE PLANTING PLAN SCALE: NTS EXISTING PROJECT AREA TREE INVENTORY (ALL IDENTIFIED TREES ARE TO REMAIN) COMMON NAME APPROX. CALIPER (A) PIN OAK 10" (B) PIN OAK 8" (C) PIN OAK 6" (D) PIN OAK 8" (E) PIN OAK 6" (F) PIN OAK 8" (G) PIN OAK 8" (H) SUGAR MAPLE 10" (1) SUGAR MAPLE 6" (J) SUGAR MAPLE 8" (K) SUGAR MAPLE 6" (L) WEEPING CHERRY 6" (M) HERITAGE RIVER BIRCH 8" (N) HERITAGE RIVER BIRCH 8" (0) SUGAR MAPLE 6" (P) SUGAR MAPLE 6" (Q) SUGAR MAPLE 6" (R) BLUE ATLAS CEDAR 6" (S) BLUE ATLAS CEDAR 6" (T) HERITAGE RIVER BIRCH 8" (U) HERITAGE RIVER BIRCH 8" (V) HERITAGE RIVER BIRCH 10" (W) HERITAGE RIVER BIRCH 10 (X) HERITAGE RIVER BIRCH 10" (Y) HERITAGE RIVER BIRCH 12" 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 LOPE SIDES OF PLANTING PIT AND CARIFY THE SIDES • SET PLUMB 3 x BALL DIA. (MIN.) 51HRUB PLANTING PETAIL NOT TO SCALE FINISHED GRADE 3" OF MULCH 3" COMPACTED EARTH SAUCER (NOTE: IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM EXISTING GRADE TILL EXISTING SOIL REMOVE BURLAP FROM TOP 1 /3 OF ROOT BALL, ROUGHEN ROOT BALL FOR CONTAINER GROWN STOCK NRIN Mn/Z ,& L,.I ,10 37241,�, OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENTS 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: 1 "=20' DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE LANDSCAPE PLAN SHEET C7mO SHEET 8 OF 9 PVC/C EANOUT �� II II 55 LF�' PVC UNDERDRAIN /2C) I II / ( P. ) � F 2 STA: 10+ �.66 > CONNECT TO 6X. UNDERDRAINS �o > l I I- Z TOP:516.�9I / EX. 69 9 �JNDERDRAIN STA: 10+43!66 �T P : 5f6.8 5 L L L- / L_ L L,- LL_ � QS T :11-R+ 6�6 < '� - < < Q Q Q Q Q Q I i � 0 P � 517 . 4 U) Un v� I cry U� U� V n STA: 10+6 .6r / x C q+ 3.6 � OC] v _ • 10 08 / .� i�r� icy , i, i�i i ` i� 1 coo -� _ • - Z ST 0+58.�TOP: 515.-5 OP: 517.E o N STA: +28.66 / / c� STA 10+ 9 66 TO'/ : 515.73 E i IF X. RAI�R �D TI T 17.12 / I- / 6 o O O o/ O O/ QN Q/ °•�T0P4. 516.E 7 / ' I CD / 1. /�00 U / 7- I- /d- U Ln LC) / i BMP GRADING PLAN SCALE: 1 "=10' / O N (-U Ln / CD / / 0� / / 0 CN �o In n / / n / I I I 9 9 � I-- EX. 6 6NDERDRNN / / LL_ I r L� L L= LL LL_ / L - LL_ L i L L� � L_ /L I� L / LL_ L _ I L LL L Li- LL_ Li- / Q Q Q Q Q </ Q Q Q Q Q/ Q I- - 1 - U� U� cry cj� / c) N9) U� Un U) U� U� U� I � I • 1 T.D. / ►- 3 - _ C _�_--- �N5,1 ( NS, LEGEND GROUND COVER H.V. = HAMAMELIS VIRGINIANA (WITCH HAZEL) O SHRUB C.S. = CORNUS STOLONIFERA (RED OSIER DOGWOOD) L.B. = LINDERA BENZOIN (COMMON SPICEBUSH)I M.P. = MYRICIA PENSYLVANICA (BAYBERRY) I.V. = ILEX VERTICULATA (WINTERBERRY) TREE T.D. = TAXODIUM DISTICHIUM (BALD CYPRESS) N.S. = NYASSA SYLVATICA (BLACKGUM) EX. RAILR XD TI 0 zw D> 00 C9 U m PLANTING PLAN SCALE: 1 "=10' PLANTING SCHEDULE BOTANICAL NAME COMMON NAME QUANTITY SIZE ACORUS AMERICANUS SWEETFLAG 50 2.25" PLUG SCIPUS PUNGENS COMMON THREE SQUARE 50 2.25" PLUG SCIPUS VALIDUS SOFT -STEM BULLRUSH 50 2.25" PLUG HAMAMELIS VIRGINIANA WITCH HAZEL 2 1.5"-2' HEIGHT CORNUS STOLONIFERA RED OSIER DOGWOOD 2 1.5"-2' HEIGHT LINDERA BENZOIN COMMON SPICEBUSH 3 1.5"-2' HEIGHT MYRICIA PENSYLVANICA BAYBERRY 3 1.5"-2' HEIGHT ILEX VERTICULATA WINTERBERRY 3 1.5"-2' HEIGHT TAXODIUM DISTICHIUM BALD CYPRESS 3 1.5" CALIPER NYASSA SYLVATICA BLACKGUM 3 1.5" CALIPER IRIS VERSICOLOR BLUE WATER IRIS 3 2.25" PLUG IRIS PSEUDACRUS YELLOW WATER IRIS 3 2.25" PLUG HIBISCUS MOSCHEUTOS MARSH HIBISCUS 3 2.25" PLUG A t� N' K \V:7\ •fib 4!� •.'..f DA = 0.47 \ ACRES C=0.83 o O I DRAINAGE AREA MAP SCALE: 1 "=60' GENERAL PLANTING PLAN NOTES 1. ALL GENERAL NOTES AND DETAILS PROVIDED ON THE LANDSCAPE DRAWINGS WILL APPLY TO THE PLANTING PLAN FOR THE BMP. REFER TO THE LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN HERE. 2. THE NUMBER, SIZE AND TYPE OF PLANTS FOR THE BMP ARE TO BE CONSISTENT WITH THE PLANTING SCHEDULE SHOWN ON THE DRAWING. 3. THE MINIMUM SPACING BETWEEN TREES WILL BE 11 FEET. ADDITIONALLY, TREES SHALL BE LOCATED PRIMARILY ON THE PERIMETER OF THE BMP. TREE SPECIES SHALL BE LOCATED IN A MANNER TO ENSURE ADEQUATE DIVERSITY WITHIN THE BMP. 4. TREES AND SHRUBS SHALL NOT BE LOCATED IN THE IMMEDIATE VICINITY OF WHERE CONCENTRATED FLOW IS ENTERING THE BMP. 5. LIKE SPECIES OF SHRUBS WILL BE PLACED IN GROUPS OF 2 TO 5 PLANTS WITH A MINIMUM SPACING OF 8 FEET CENTER TO CENTER. 6. THE FINAL PLANT MATERIAL LAYOUT SHOULD RESEMBLE A RANDOM AND NATURAL PLACEMENT OF PLANTS RATHER THAN A STANDARD LANDSCAPED APPROACH WITH TREES AND SHRUBS IN ROWS OR OTHER ORDERLY FASHION. 7. TREES, SHRUBS AND GROUND COVER WILL BE MAINTAINED FOR A PERIOD OF ONE YEAR. MAINTENANCE SHALL INCLUDE PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, REPAIRING STAKES AND GUY SUPPORTS, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. 8. THE VARIOUS GROUND COVER SPECIES SPECIFIED WILL BE PLANTED 24" CENTER TO CENTER, WITH THE LIKE SPECIES GROUPED TOGETHER AS SHOWN ON THE PLANT LAYOUT SHOWN ON THIS DRAWING. 9. AFTER TREES AND SHRUBS HAVE BEEN PLANTED, A UNIFORM LAYER OF SHREDDED HARDWOOD MULCH BETWEEN 2 AND 3 INCHES DEEP IS TO BE APPLIED. 520 0 I�II�I 'II'I /_ -/ .Q-- �� o a�I _ .�F- --+- --''�'--�I�I �'- =-=- III��LiIL� _=-,-fIll1�!�,_:- I�II.►i-1II_- _'II1II,�1-.-=�I_III!I�1_-__-,I!IiII'�i;-..-- =._' r;II�IIIlI� _'I�I,ILII'�,__C�III.III.y ./��IIII,II}=III�1I�iI _ ��.�II'IIII1A-;-t_a;lV;;II-!_ll;! --___'- }-- i�.-iIIIiI�iI I *_ ,II II II �'I,}_�t - ,IIlIIIII Iac�_III'III1IIIn__�I�,�liI�I. ,IC T III�IIliIII- --t= ----=.-I�Iil-III_-� �-_----- r III �,!II'y•__I' IIIIiI i'�-11III1l;II IIIIiIII:__t.i_�IiIIii'lrr-.__�_fiI.LIIIII1-]��.`:_K-�= -=.�-._.-�I��iIlI'' �- r1t,IIiII;ilIlI� �1 o'IIII'�,lIlII •r.,- III�Ii�IIIiII_: -T_ _i�1II'IIII� F- IIi�IIIIlI �.- , l i ------�--- --__ ._------------------------_-- 520 519 > 519 Ld 10 o 518 518 10o(oU-)4+ L 517 517 I-1 0- 516 516Lo o mN 2im _77i 515 515 514 514 7 LU 0--� 1=11�-- ------ 513513 512 512 511 511 V) 510 510 Water Quality Swale Profile SCALE: HORZ 1" 10' VERT. 11' ---- NOTE: LEFT CURB IS 6"LOWER THAN RIGHT MINIMUM DEPTH OF S1� 1.5' FROM RIGHT CURB 3" FRE (N REBAR RAILROAD TIE CHECK DAM NOT TO SCALE t l 'L ' T - EXIST. C U RB & GUTTER 93) 44SAT A. MORTON THOMAS AND ASSOC I A T E S , I N C. CONSULTING ENGINEERS 10710 MIDLOTHIAN TURNPIKE, SUITE 202 RICHMOND, VIRGINIA 23235 (804) 276-6231 FAX: (804) 276-6233 WWW.AMTENGINEERING.COM OWNER / REPRESENTATIVE ROSALYN SCHMITT PLANNER/PROJECT MANAGER ALBEMARLE COUNTY PUBLIC SCHOOLS BUILDING SERVICES DEPARTMENT 2751 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 PHONE:(434) 975-9340 EMAIL: rschmitt@kl2albemarle.org PROJECT TITLE MONTICELLO HIGH SCHOOL PARKING LOT IMPROVEMENTS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA REVISIONS MARKI DATE DESCRIPTION 4/02/12 COUNTY COMMENTS 5/02/12 COUNTY COMMENTS 5/02/12 BID ADDENDUM #1 5/09/12 COUNTY COMMENT 5/09/12 BID ADDENDUM #3 5/29/12 COUNTY COMMENTS AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: AS NOTED DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE WATER QUALITY SWALE BMP PLAN )'o I I SHEET C8mO SHEET 9 OF 9 AMT FILE NO. 110-886.002 DATE: February 27, 2012 SCALE: AS NOTED DESIGNED BY: DKM DRAWN BY: LAL CHECKED BY: DJR SHEET TITLE WATER QUALITY SWALE BMP PLAN )'o I I SHEET C8mO SHEET 9 OF 9 SHEET TITLE WATER QUALITY SWALE BMP PLAN )'o I I SHEET C8mO SHEET 9 OF 9