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Home My WebLink AboutSDP202200022 Plan - Revision 2022-07-221 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A SITE DATA: ENGINEER: TIMMONS GROUP MOUNTAIN VIEW ELEMENTARY SCHOOL 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. TESSA. PHILLIPS@Tl MMONS.COM TAX MAP PARCEL: 09100-00-00-01300 LIMITS OF DISTURBANCE: 3.95 AC ZONING: R1 - RESIDENTIAL EC - ENTRANCE CORRIDOR Al -AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP, NOV 2021 BENCHMARK: BENCHMARK A: LOCATED OFF EASTERN SIDE OF BUILDING, CLOSE TO FIRE HYDRANT. ELEVATION = 588.17 BENCHMARK B: LOCATED AT NORTHERN STOP SIGN ELEVATION = 580.50 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 5BUILDING SETBACK FROM ROW SIDE: 5BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: MAX. 35' BUILDING AREA: 84,200 +/- SF (EXISTING) 9,350 +/- SF (PROPOSED) 93,550 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 145 SPACES TOTAL POST DEVELOPMENT PARKING PROVIDED: 169 SPACES TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.35 AC WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: MOORES CREEK THERE ARE MANAGED STEEP SLOPES ON THE PROPERTY. NONE ARE LOCATED WITHIN THE LIMITS OF DISTURBANCE. ALL PROPOSED CONSTRUCTION ACTIVITIES COMPLY WITH SECTION 30.7. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. REQUIRED FIRE FLOW: EXISTING BUILDING SQUARE FOOTAGE: 97,779 SF PROPOSED ADDITION SQUARE FOOTAGE: 108,735 SF TOTAL: 201,514 SF BUILDING CONSTRUCTION TYPE: 1113 (SPRINKLERED) REQUIRED FIRE FLOW BASED ON VIRGINIA STATE FIRE PREVENTION CODE, APPENDIX B, TABLE B105.1(2) AND 13105.2: 8,000 GPM X 0.25(FOR SPRINKLERED BUILDING) = 2,000 GPM SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD MAJOR SITE PLAN AMENDMENT SD202200022 COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT o7/zi/zz U Mill Creek /Cm o'F �a Creek Dr O^ Q Q 9 C mey o oee. d F to `a��restQD PROJECT LOCATION 'FO S end 1'70viav ,l °o 5cottsvil\e Ra Sh aea4 o 120 c 0 Ear VICINITY MAP SCALE 1:1000 OWNER: THE SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: SHEILA HOOPMANN TELEPHONE: (434) 975-9340 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 EXISTING CONDITIONS C2.4 DEMOLITION PLAN C2.5 DEMOLITION PLAN C2.6 DEMOLITION PLAN C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITY PLAN C4.2 LAYOUT & UTILITY PLAN C4.3 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C6.5 STORMWATER DESIGN TABLES AND CALCULATIONS C7.0 UTILITY PROFILES C7.1 STORM SEWER PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L1.3 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL HARDSCAPE PLAN L3.1 DETAIL HARDSCAPE PLAN L3.2 DETAIL HARDSCAPE PLAN L3.3 DETAIL HARDSCAPE PLAN L3.4 DETAIL HARDSCAPE PLAN L3.5 DETAIL HARDSCAPE PLAN L4.0 HARDSCAPE NOTES AND DETAILS L4.1 HARDSCAPE NOTES AND DETAILS L4.2 HARDSCAPE NOTES AND DETAILS W1.0 WATER SYSTEM HYDRAULIC ANALYSIS W1.1 WATER SYSTEM HYDRAULIC ANALYSIS TOTAL NUMBER OF SHEETS: 38 Mo E o IL N U N � Q C 311 >E E '3 O 1� _al N 0 3 m M s -+ U M OJ • • O N O • Z N "M • N M • 7 X O Q N r O V N LC �A J Q C O rl Wv v M d � � J O W t0 ~ w 'z F- Q } Z Q I I.1 O w D-ZU2 Q W U W U) O >D-aU 0 In U) Z Z O O 00 N N O N W Q U) L6 I� 0 O Y � Q W N O e0 V D N 0 J � U) Y Uj In U N F 0 In 0 Lu WLu Z 0 Z 9 y U � W U) 0 2 Q 10 D- 0 � 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 y � q� OF 0. 'J CRMG W. J. KOTARSKI Lie. No. 0402048507 112112022 .r U) z z O Q U LU w w O H Z w H IL IL a0 J w Q Z z 0 >V z� OQ wz W 0 QW wJ in III J Q L O_00) W 0 LU N rn Q > N Q z W H > > LLI O Q ~ W W J J > J OZzl__ � w W OZ)°g > Oa a 0 cU) 0 U F- U W U Z O Q ry d 0 SHEET C0.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A LEGEND ROADS SEWER CD �S EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB W EXISTING WATER LINE O CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB . . C CLEARING LIMITS BC =BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION FEE = FINISHED FLOOR ELEVATION (TOP OF SLAB) 10 PARKING COUNT REFER TO HEAVY DUTY CONCRETE SECTION ON SHEET C1.1 y18'x20' ETE PAD 1x6 TRIMMER 4 x 4 METAL POST U SS OTHERWISE NOTED 1 x 6 ON PLAN 0 SIDING 2 x 4 RAIL 6' xT (TYP.) DUMPSTER METAL POST (TYP.) 6"BOLLARD (TYP.) 1 x 6 TRIMMER 0 3,0„ 1x6CAP- 1 x 6 SIDING PLAN VIEW 1 x 6 TRIMMER 3'-0" NOTE 3^ ADJUST TO HEIGHT 1 0" OF CASTER WHEELS ON GATE CONC. 2 x 4 RAILS� STONE 6^ 3=0" CONC. j 12„ POST ELEVATION DUMPSTER PAD ENCLOSURE DETAIL No Scale No Scale OUTSIDE ELEVATION INSIDE ELEVATION FIRE PREVENTION NOTES GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. SMOKING IS PROHIBITED ON THE PROPERTY. 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL SEDIMENT CONTROL REGULATIONS. SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. CONSTRUCTION ACTIVITIES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR FIRST STEP IN CLEARING. FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND CONSTRUCTION. THE SITE AT ALL TIMES. AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS CURRENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR LD-94 (D) 121.13. PLAN APPROVING AUTHORITY. USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. STABILIZATION IS ACHIEVED. ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 9. THE CONNECTION ON THE FDC MUST BE C & O THREAD. SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE DEVICE. REQUIRED ON ALL UNITS. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO OTHERWISE NOTED. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT IMMEDIATELY. VDOT STANDARDS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ZONING ORDINANCE SECTION 5.1.28. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT CODE OF ALBEMARLE. ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE BECAUSE OF SLIDES, SINKING, OR COLLAPSE. AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE BUILDING OR OTHER PORTION OF THE PROPERTY. RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE EROSION CONTROL INSPECTOR. REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND STANDARDS AND SPECIFICATIONS. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE BRIDGE SPECIFICATIONS. APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE INSPECTOR. AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO 1/4"SAG ROD WITH TURNBL 2x4CROl 2 x 4 FRAME 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 AND BRIDGE STANDARDS. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) OF ROAD. (N/A) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM ORDINANCE SECTION 17-207B) SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB BLASTING NOTES AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC 1 BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF CONSTRUCTION CODE, AND ]CC/ANSI All17.1-03. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL FACILITIES. HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 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 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ACSA GENERAL WATER & SEWER CONDITIONS REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE SEPTEMBER 3, 2020 REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) AND STANDARDS OF VDOT. INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE OFFICIALS AT THE START OF THE WORK. APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE GRADING OR OTHER CONSTRUCTION. ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. FOR THE PURPOSE OF IMAGERY COLLECTION. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A STRUCTURES, AS NECESSARY. DRAINAGE CHANNEL. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. TRAFFIC CONTROL DEVICES. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). CLASS III. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL STANDARDS FOR THE CONSTRUCTION INDUSTRY 29 CFR PART 1926 ( I. FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 10. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. IN ACCORDANCE WITH ]CC ANSI All 17.1-09 AND THE 2018 VIRGINIA CONSTRUCTION CODE. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE 11. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND VALVE DURING A FUTURE EXTENSION OF THE LINE. NOT OVER SIDEWALKS. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 12. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985, MUST HAVE AN ASBESTOS 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION SURVEY PERFORMED IN ORDER TO APPLY FOR REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE 13. A DEMOLITION PERMIT. SAFE DRINKING WATER ACT). 14. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY FOR DEMOLITION PROJECTS AT 540-562-3580 X131. COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL 15. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. MAIN(S). 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL 16. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT(ACBID) DOES A VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN THE SPRINKLER LEAD-IN CONNECTION. "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 17. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 18. AND THE METER(S)/BUILDING(S). CONTRACTOR. 19. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. o E rn o N y� Q C > E E QvE 3 3 0 3 m� U M W � • � O N ♦ Z N 7 a 5 x O in a LL � v a� c rn O N = vv M a a J w o r W U) Z ~O U)U)HU) Z O 05>Z_ zQwolz H a LI dZU� U U�JWO W > IL 0- U 0 U) U) Z Z O O � � m N N 0 0 N N ' N 0 W Q U) Z O_ Y U) Q W C\j co o m N D) J U) Y U5 N U5 U H W LU U) Z O Z Lu Y Lu 0 3: U Q 2 Q � W U) 0 0- 0� 0 U RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 'J CRMG W J. KOTARSKi Lie. No. 0402048507 7/ 2V 2022 Ar VJ z O 0 O LU LU 0F_ O Z w F- of Q a Q J O w a Z 0 > `Z 0 >V'^ VJ Z 0� wz W WLU J m W `^ 0w00 Z rn NN Q > w X < W Q z LLj m Q Of 5 ,�x x 0zZ1-- H U) U) w 0D°0 Oaf f, Q O (n 2" 6 z U 0 Z w O Q tY d rr 0 SHEET C1.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A * FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH R-YA * "FAN" 4'-0" SCHOOLS ASSOCIATION & "THE VA. HIGH SHAPED METAL SCHOOL LEAGUES" 1, CONTROL JOINT SPACED BACKBOARD AT WIDTH OF WALK (MAXIMUM) ACO DRAIN RIM # EXPANSION JOINT AT MAX t 1 11 t r4f fii f f 100' OF 30', WITH PREMOLDED one meter channel ©� EXPANSION FILLER Md♦gin 0�:1 mm 1.96'150nxd HHHHHHHHHHHHfKKblltllsYJ11 Slot Mai Gav N .WALK ze5'D26mN 3.BPe86mN BASKETBALL i.45•eurn 1'-6" R STRIP PuveLplf,Imta latltlry said IEmm) 4e�`m%aP nemr banal sb[dmenson O Neff meter channel , N 39.31 mati .9Y 19.05Y (0.5 meM 1 LI-m=m AT(20oima i . '�•�mm -� llQ25mm1 ]BT 1200mm1 ]0.86'121Emm)SK20103 1� 10'-0n ® b b �I12.87076mmISK20A3 v 16J3'(425mm1 1575'000mmI 14.77426OW speouni 16.7T N2EmmI5K20m3 61312•((®i5ro1 10.24•(26Grm,l 4" DIA. % GALVANIZED 3' Bf O FINISHED PIPE FORMED TO El COURT SURFACE UPRIGHT B A PA Knockouts included on every 5th channel Type Ss02D Irt-Ilme catch Ientei 19 ss, lsomml 10.31•(2a2mM 7RT(zaand zz.srm]sama •,. CONC. FOOTING a • .. p 'a a a 8. •. 0 0 0 0 0 0 0 0 0 0 0' 56' O/O/O/\l0/O/O/O/O/O/O/O/O/O/O/O O/O/i0/O/O/O (2) OUTDOOR BASKETBALL GOALS COMPACTED SUBGRADE 4" 21-B STONE BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) CONCRETE SIDEWALK JOINT DETAIL No Scale 1 11 11 1 3'-6" 3' O ® -� aN - ANCHOR PIN 3' SIDELINE VARIABLE WIDTH' 1�1 TO EDGE OF NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 6' 2' PAVEMENT IVI \ \ \ \ 4 /\/\//\ STANDARD BASKETBALL GOAL OUTDOOR BASKETBALL COURT LAYOUT Outlet flow rates = 19 gal � Total capacity ♦N NO SCALE r Nob: These a,e Me Dice 6m.' aces etme sDecifi d our, End Cap ND, he«mnDxmN=•M,a D.� �/ TYPICAL BASKETBALL COURT LAYOUT nip ele,e,a.mm-c r NOTE: SIDEWALKS SHALL BE 4" 3,000 PSI AIR -ENTRAINED vas' b«kmh osmR6am bu&tined flax. 1�1 No Scale N TRU TED IN CONCRETE BMladnm _J COVDOTORDANCE STANDARDISH COMPACTED SUBGRADE 4" TYPE 216 STONE D 3ro.wNmf GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL C - L125'p2mM O ' e. 4 U DENOTES AREA OF CONCRETE SIDEWALK liz_ INITIAL BACKFILL U6- Be MIN. REFER TO SITE PLAN CONCRETE SIDEWALK PAVEMENT SECTION BEDDING FOR FENCE HEIGHT 8 STONE No Scale * STABLE SOIL ROCK April 2018 ' • EXPANSION JOINT WITH * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 3/8" MIN. ROUND GROUND LINE PREMOLDED EXPANSION 1/4" SEALANT STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND I ROD II ACO DRAIN 2' 6" 11 11 FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 3'-o" EQUIV., SEAL WITH PowerDrain - S200K iron edged channel system with slotted grate 1 REFER TO SITE PLAN 1 CONCRETE FOOTING VVWF 6X6 W2.9XW2.9 FOUNDATION IN POOR SOIL UNDER -CUT CONDITION l �j D FOR GATE WIDTH U SILICONESEALANT� 2„ N J� O *N Outlet Product Outlet size Invert GPM CFS (Sch. 40) Depth A Bottom outlet-SK2-00 4" round 7.87" 153 0.34 A Bottom outlet SK2-040 4" round 15.75" 216 0.48 8 Bottom outlet-SK2-00 6" round 7.87' 344 0.77 8 Bottom outlet - SK2-040 6"round 15.75' 486 1.08 C End outlet-SK2-00 End outlet -SK240 4" round A'rrdund 7.87' 15.75' 132 -202 0.29 0.45 S p End outlet-SK2-10 6" round 9.84' 320 0.71 D End outlet -SK240 6" round 15.75" 437 0.97 E Type SK2902D 4" round 2533' 263 0.59 F Type SK2902D 4" round 31 83' 297 0.66 G Type SK2902D 4" round 6" round 23.76' 3183" 254 - 5_58_.0.47 0.57 - Type SK2902D I 1 Type SK2 902D 4" round ' 255 0.65 ) Type SK2 902D 4" round 30.4 IL Type SK2902D 6" round 4" round 24.49' 24.13' 570 256 658 1.27 0,57 1.57 J _ Type SK2 902 M Type SK2902D 6" round 31,82' 31,26" N Type SK2902D 4" round 3L26" 294 294 0.66 0.66 O Type SK2902D 6" round 31,26" 651 1.45 Type SK2 902D 8" round 31.82" 1149 2.56 Q Type SK29020 6" round 30.32' 640 1.43 R Type SK2-902D 4" round 23.19' 251 0.56 S Type SK2-902D 4" round 29.90" 288 0.64 OaccriPSon PM No. Inchl ma 1'12g.M Descol Part No. Inched n W bight SK24x1 Neutral channel-39.37"(Imp 71041 7.87 200 141.2 SK228 Sloped channel -39.37"(lm) 71028 13,38 340 171.0 SK2-1 Sloped channel-39.37'1m) 71001 807 205 141.2 SKI 29 Sloped channel-39.3]"(Iml 71029 13.58 345 172.1 SK2-2 Sloped channel -3937"Ino 71OD2 8.26 210 142.3 SK230SIopedchannel 39.3]"(1mF 710M 13.77 350 173.2 Sli appeal channel -393T I]m) 71003 ISM 215 143.4- SK2-030 Neutral chamnl-n.3)'hmp 71N7 13.77 350 173.2 SK24 Sloped channel-3937-Unu 71004 REIS 220 t44.5 SKIO303 Neutral charnel-19.69-(0.5mlb 72M 13.77 350 101.3 SK2b Sloped channel-39.37" I1Inc 71005 8.85 225 145.6 SKI 31 Sloped channel - 39.3 7' (1 on 71031 13.97 355 174.4 -SK2b Sloped channel-39.37"Lou 71006 905 230 146.7 SK232 Sloped channel 39.37"(lm) 71032 14.17 360 175.5 SK27 Sloetl channel and p 71007 9.25 235 147.8 SK233 Sloped channel 39.37"(1m) p 72M 14.37 365 176.6 SK28 Sloped channel-3937"(lm) 73008 9.44 240 148.9 SN23451opetl channel -39.3]"Lou 73034 14.56 370 177] SK29 Sloped Damon-39,37'1m) 71009 u64 245 150.0 SK235 Slopetl channel 39.37" (Ionic 71035 14.76 375 178.8 SK2-10SIoedchernel-393]"(1.9 p 7I010 9.84 250 151.1 SK236 Slopedchannel 39.37"(1m) 71M 14.96 380 179.9 SK2-010 Narard channel -39.3]'(Imp 73043 9.84 250 151.2 SK2 37Shaped channel-39.3]"(Iml ]303] 15.15 385 1810 SK24uO3 N=Imal channel 19.SW (0.5mp 71044 9.89 250 89.2 SK238 Sloped channel 39.37" (inn) 71038 15.35 390 182.1 SK2-11Skyed channel-39.3]"Ulm) 71011 10.03 255 1522 SK239 Sloped channel 39.37"(1m) 710M 15.55 395 183.2 SK2-12 Sloped channel 3937"ltml 71012 10.23 260 t53.3 SK240 Sloped channel 3937'trul0 71M -15.74 400 1M.3 SK213 Sloped chsmel 39.37" Iran 71013 10.43 265 154.4 SK2-040 Neural channel - Sell (Imp 71049 15.74 400 194.3 Si Sloped channel-39.37"Iml 71014 10.62 270 1556 SU-0403 hwtrel colonel -19.69"(Ostal 71OW 15.74 400 110.1- Si Sipped channel 39.37"(10 73015 10.82 275 156.7 a(29DDhinakhbasn-19.6T(O, F MIS S].3fi 949 109.8 SK2-16 Sloped channel 39,37"Ulm) 71016 11.02 280 157.8 SK2621Dh4regkhbeen-19.69'(050 N575 47.40 950 144.0 SK2 -17 Slopetl channel 39.3P11 m1 71017 11.22 285 158.9 SK26310catchba4n 19.69'(0.51 9079 49.33 1253 154.0 SK2-18 Sloped channel -39.37"Itml 71018 ]lot 290 LEF F) Series 600 Opbonal Name, hear 99902 - - 10.0 SK249SIpped,hereel 39.37"Joci 71019 11.61 295 1611 Foul air No fib tom 910& 610 basis 90854 - - 1.2 SK2-20 Sloped channel 39.37 r(I mF 71020 1181 300 162.2 8- channel Universal end cap 96823 19.69 500 1.4 13112-020 Neutral channel-39.37"(Imp 71095 11.81 300 262.2 One shdnm for 4'bpmTln blockde 83988 0.2 SK2-0203 Named channel-19AW 10.5mp 7101 I1.81 300 96.8 8" channel lnstallatlmdeuice 97478 _ - - _ 4.0 SK221 Sloped channel 39.37(Iml 71021 12.00 305 163.3 Grate mmoml tool 01318 08 SK2-22Slopetl Channel-39.3]'I nru 73022 12-M 310 164.4 SK223 Slopetl channel 39 37, Ulm) 71023 12.40 315 165.5 SK224 Sloped channel 39.3]"(1m) 71024 12.59 320 166.6 Si Sloped channel -3937'Ionic 71025 12.79 325 1673 SK2-26 Sloped channel -39.37'11M 71026 12.99 330 LESS Si Sloped channel -39,37'(lm) 71027 13.18 335 1699 CHAINLINK, RAILS, & COLUMNS 12" 12" TALL 8" 3,000 PSI AIR ENTRAINED PORTLAND DOUBLE SWING GATE 4,� CEMENT CONCRETE SHALL BE BLACK VINYL CLAD a'qINITIAL V BACKFILL a MI TOP AND BOTTOM SELVAGE o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER UNSTABL8"TO BE KNUCKLED SOIL MIN MIN #68 STONETOP RAIL REQUIRED / /\/X\\, ON ALL FENCING NULAR FILL AS STA xx APPROVED BY ACSA tt bcK Z LINE POST L STABLE SOIL OR ROCK NOTE : #6 GAUGE WIRE CLAMPS TO BE "Hai DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS USED TO ATTACH FABRIC TO 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. REFER TO SITE PLAN COLUMNS(6 PER POST) 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED FOR FENCE HEIGHT ATTACH FENCE FABRIC TO ABOVE THE INITIAL BACKFILL. TOP RAIL &BOTTOM RAIL ONE TENSION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WITH HOG -RINGS WIRE CLIP EACH HEAVY DUTY CONCRETE SECTION 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED APPROXIMATELY 24" C.C. LINE POST (06 GAUGE MIN.) No Scale GROUND LINE IN THE TRENCH. BOTTOM RAIL REQUIRED 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ON ALL FENCINGII II TYPICAL SPACING DUCTILE IRON WATER PIPE INSTALLATION & BEDDING I I I I ALL LINE 2" ASPHALTIC CONCRETE SURFACE No Scale T-0" 2� END, CORNER, LINE BRACE I I P09EEN 010, COURSE - SM-9.5A OR GATE POST 3" INTERMEDIATE BASE COURSE - BM25.OA GRASSPAVE2 Firelane Detail 10, LINE POST v Noes: CONCRETE FOOTING LINE POST 1.1Hs dmnel o8ers ba0dn klwckaR haNa: 6" & 8' romd. z.Imericuple aamaloend: ept,mdld25. d (10"abnaas depM.z7tmmmdai.Nara(m,emnwo-al,nann�sRmmpa.E6asamaasrolam,ar6. Use this detail for delineating a Grasspave2 firelane medcmaxin mu, inNddespolmo5.4mmu pop, pm. 8" TYPE 21-B AGGREGATE SUBBASE COURSE 3. catch basin assembly includes polymer concrete top, Poneal grate, bash bucket and plastic base. 12" END BRACE 10" 10" 4. Catch basin assembly includes psF140. concrete top, eel) ok grate. deep trash bucket, Nadic riser and phsec base. N 5. Water irRaxe per meter channel is 140.2 ina1904.51 cmq GRASSPAVE2 FRIEtANE Am Cool GRASSPAVE2 FIRELANE IETT o rarvsErt�ilcR �ORBRq(PAVER COMPACTED SUBGRADE GRAVEL NON -SHRINK STANDARD VINYL -COATED CHAIN LINK FENCE MORTAR,CONCREFE ETC. No Scale 6-8' ROUNDED CORBLE5 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS RDSH MOUNTED SqL MARKERWRH INffGRATED OR PEMOVABLF ANCHORS (BY OTHERS) Ili AO°•�e• SPEC MEN HEAVY DUTY ASPHALT PAVEMENT SECTION N,mDrw[ fiche M. Weft LNf M. Soutlreart Selm OM,e Folknv m on .... 94]0 Pinecom Drive 825 W. BeeooreK St 4211 Pleasant Road ®d ® '�� No Scale Mentor, ON 44060 case Grande, Az BSt22 Fart Mill, sc zwDB A o m "� m °° m PLACE 5' GALVANIZED " WITNESS " POST WITH Tel: 14401639,7230 Tel; (520) 421,9988 Tall tree:(NO) 543a764 MoauranM corribi oil on ° ° CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Tat heed(800) S4S.4754 Toll Free:(888) 4909552 Fax: IE037802-1063 i,do@ACoOrain.ps GlwssPAvez FMELArvEb AS DIRECTED. MARKER LOCATION MAY BE SUBJECT Fax: (440) 6397235 Fra: (520) 421-9899 waw.ACODrain.us GRASSPAVE2 FBIELANE �OMPACI£D SANDY Dap+ up,N[.TNiNmmtimhbemam°"°a","damieimw.+n..emoe".Mumm mw""!"pleybnwb a�ndne°aalm"M°",wmt O GRAVEL AOADBRSE v TO HIGHWAY DEPARTMENT APPROVAL. .,,mew '. :mmaareeo°oaxmowlmmacomoam al nn m"ee.:wM�Mnmaa,aae.raulroam am:trmow., m,k°.+„".nm.Iw. re-"a""aebumaeaanmMae wraatim:.xnwi VILLE THREADS April 2078 t Q THE LOCAL STTANDAIRD.IS MUELLER CENTURION (A-423) 1 OR APPROVED EQUAL FINISHED GRADE 2" ASPHALTIC CONCRETE SURFACE LENGTH OF BRANCH VARIES COURSE - SM-9.5A 6' MIN m E SPECIFICATION CLAUSE E POWERDRAIN S200K - LOAD CLASS C --I- PAVEMENT PER SEE NOTE 4 DESIGN GENERAL DOCUMENTS THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE S200K CHANNEL SYSTEM WITH DUCTILE IRON EDGE RAILS AS MANUFACTURED BY AGO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN d INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: Q COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI d TENSILE STRENGTH: 1,500 PSI d WATER ABSORPTION: 0.07% /d. .d / FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES _ 6117 SALT SPRAY TEST COMPLIANT YES O THE SYSTEM SHALL BE B'(200mm) NOMINAL 8"(200mm) INTERNAL WIDTH WITH A 10.2"(260mm) OVERALL .'d 44 WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED'V"SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A EMALEJOINT. THEMALE/FEMALE THE COMPLETE DRAINAGE SYSTEM SHALL C BY TI PAGOAR POLYMER PRODUCTS, INC. ANY DEVIATION OR SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY ANDALL INSTALLATION TIES -� Be(200mm) �- --� 8"(200mm) �- S,INC. PROVIDED BY ACO POLYMER PRODUCTS, INC. NOTES: CHANNEL SHALL WITHSTAND LOADING TO PROPER 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE ENGINEERING ADVICE MAYBE REQUIRED. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE CLASS SPECIFIED AND INTENDED APPLICATION. AIR POCKETS. GRATES SHALL SECURED USING 3. EXPANSION CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL LT STEMEITHEROR T BO LOCKING SYSTEM THE 4 CANDONCRETE AND CONCRETE SURROUND. ENGINEERING MAYBE REQUIRED. DOLT BOLT LOCKING OPTION. CHANNEL AND GRATE OPTION. AT SADVICEURROUND ABOVE THE 4. THE THE CONCRETE E THE CHANNEL EDGE. OFRED BE CERTIFIED EN LOAD BASE THICKNESS THICK ES .ENGINEERING ADVInal CE REQUIOP K 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO CONCRETE MATCH SLAB D IN CLASS. THE SYSTEM SHALL BE INSTALLED IN STEM S ALLTHE E INSTAL DETERMINE PROPER LOAD CLASS. ACCORDANCE WITH THE MANUFACTURER'S 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. SK2-C-HAP POWERDRAIN - S200K - LOAD CLASS: C Haunehed Asphalt Pavement ACO Polymer Products, Inc. IN 825 W. Bee hcmB St 9170 Plrmmne D, 4211 Plemant Rd. Case Grande, AZ 85122 Mentor, OH 44NO Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: WO421-9988 Fear: 520421-8889 Te1:440.838-]230 Fee: a40839-723s Tel 140.639,7230 I Fox: 803E02-1063 12/12/16 DATE: � (270°) 2 TO 10 8" TYPE 21-B AGGREGATE SUBBASE COURSE 7 CU. FT. 18" VALVE BOL C GRauNocovER GRAVE ADJUSTABLE VALVE BOX W/ LID RAISED CONCRETE nl CURD, HEIGIlT VANES z ac - `L�°ti.°�y� ° . i�✓'g1gA{ i�l:. _ Ill M�'.' AG^M `yhi�LilW �� "1y °? � Ni � �, � 6 '• COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) OMPl9 _Z NDY GRAVEL ROADTED BASE FLUSH CONCRETE cuae 2500 P.S.I. CONCRET ° BASE AND THRUST "y • • ° O O D BLOCK AGAINST;, s. .";•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS FIRELANE UNDISTURBED STABL '• " 'a: ' I ____________ GRASSPAVE2 TRELANE SOIL. 1 " ` I /------- STEEL PIL �.,, ` r , a\ �\ F`. • M.J. GATE VALVE I SURFACEMOUNTED THREADED RODS TO I ; LANDSRAFESGPE WHEN THE SOIL IS DISTURBED OR WH MAIN MAIN IN ALL INSTALLATIONS. I BuILDING UPUGMr A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED LIGHT DUTY ASPHALT PAVEMENT SECTION I � ��RDAD� THE VALVE TO THE HYDRANT WITH 2-314" OR ASPHALT COATED FIXmIRE THREADED RODS IN ADDITION TO POURING NO Scale CONCRETE. IF NECESSARY, A STEEL PILE I I i ----------------------- I SHALL BE USED AS ADDITIONAL SUPPORT 'FIRFIANE I ' W-36 �R ° R. NOTE: WATER LINE 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A FPELANE EDT£ a. COMPACTEDSANDT TREATMENT AREAS '� b GRAVEL ROADBASE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 4 .°`" ' 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT la h ( INCLUDING DITCHES) NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND - TNB DETAIL IS SCHEMATIC IN NATURE. DESIGNER SHALL SPECIFY SPACING AND DESIGN %EDGE VALVE BOX. TRFATMF3aS SPACING WILL VARY WITH TURF TYPE ELM, FIRE DEPARTMRNT REQUIREMENTS, ETC. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2500 P.S.I. IT IS NOT ALLOWED IN THE DITCH. CONCRETE b' a 2'x Z BEARING AREA 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP THRUST BLOCK NOT TO SCALE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF a. EXISTING AGGREGATE BASE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 1 OF1 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. a a o 0 �-Q-� NOTE: HYDRANT MUST BE a d a a'\\/\\/�\\/�\\\/�\\/�\\\/COMPACTED SUBGRADE GRASSPAVE2 QTQ I N V I S I BZF KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- \ \ \ \ \ \ \ av INVIS(BLESTRUCTURES- S T R II G T II R E S• I MILL AND OVERLAY SEQUENCE: ASPHALT. COMPACT Arizona Tel: 888-490-9552 e-mail: sales(olacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 500-543-0764 REINFORCED TURF DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ROL'LOVE TESTXISTING EXISTING BASE COURSE. TH NNPLACE No Scale No Scale NEW ASPHALT SURFACE. NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE TYP MILL AND OVERLAY PAVEMENT SECTION No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT H TURF, SEE PLANT SCHEDULE FOR SPECIES d SAWCUT THROUGH a- MATCH EX. CROSS NOTE: PROPOSED FJC. SURFACE PAVEMENT MUST TIE U SLOPE UNLESS OTHERWISE COURSE 2" TOPSOIL IN WITH EXISTING u� & REMOVE w SPECIFIED ON PLANS PAVEMENT PAVEMENT 2' MIN. PROPOSED 8" TYPE 21-B AGGREGATE SUBBASE COURSE I SURFACE 2" + COURSE FXI TING \\\\\\\\�\\\\�\\\\\\ PAVEMENT COMPACTED SUBGRADE MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE FIRE LANE CROSS SECTION PAVEMENT REPLACEMENT JOINT DETAIL No Scale No Scale o E on o N on CIE >C E v E V 3 3 "0 U Go � • � O N ♦ Z N 7 ♦ a M a n) x O -LL J CC 4D O O N `9 M a a J dD O F- x0 r W :n Z ~O U)cni_-t) Z O 05>ZF- Z LU =) Z 1-- D_ aof0L Z o U � �JWO W >D-O-U 0 U) U) Z Z O O m l O O O 04 W Q Ln f� Q Z Z O Y U Q W N 00 O N at O J :) Y � (n N U U F W LU Z O Z LU LU CD U 2 Q � LLLI U) Q 0 0- 0 � 0 U r I - RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 I ') CRA1G W 7. KOTARSKT Lie. No. 0402048507 ,w• ,a. 7/ 2V 2022 AZe I z Z O Q 0 LU I0 O Z Z w Q 2 Q a a0 w Q Z 0 > `Z VN LL �U//) V Z� 0� W Z W WLU J QW0 J CWO0 Z N N Q \\W a W Q Z LLj m Of i ww0 W 0ZZ� HWW W 05°0 � O L0 Q O U)af 0 Z U Z W Of j ry D_ 0 SHEET C1.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS CHARLOTTESVILLE, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTILSUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THATTHE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. S. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. ACCESS RISER NOTES - 1. THE ACCESS RISER DETAIL SHALL BE CONSIDERED CONCEPTUAL WITH THE INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER ORLU Uj SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO �"�--- PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE TOP OF THE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH TH E STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND TH EIR (n FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT CONSIDERATIONS IN Z ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON 0 THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY H OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. p 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER 0 BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Q Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT 0 Z NOTES Temporary Mimimum Cover for O Q - 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment => ADDITIONAL TEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE U NJ Uj CONSTRUCTION EQUIPMENTTRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE , , LLJ WITHTABLE Table 2. }J a (n 2. CO IS THE TOP OF Standard Connecting 5; AY SURF CEPIPETO CONSTRUCTI NROADFROM THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. THE MAINTAINED CONSTRUCTION Band Thickness Th®® Zw I U 3. 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE PROPER ELEVATION TO ENSURE NO LOSSOF REQUIRED COVER OVERTIME.®®' �� LLJ r- W CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE FOR (D 1` THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A � � W z BINDER MATERIAL. -.1_WJ LLJ Q W STANDARD CONNECTING BAND NOTES I '�" I '�- W 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2%"X WU Z CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE > MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BANDTHICKNESS SHALL BE IN ACCORDANCE Z WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE Q DIAMETERS UP TO AND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 24 I - INCHES THEREAFTER. Z 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED Z) CONNECTING BANDS. O 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE ICI"THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIETHE CONNECTING BAND. S. ALLJOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I N AS WELL AS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE CONNECTING BAND N N WRAP SHALL BE CONSIDERED SUFFICIENTTO MEET SILT TIGHT JOINT (WHEN SPECIFIED) H PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE Z M 01y�N V) SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. GASKET 0 U 6. CONNECTING 12 THROUGH ER BEAMETE (WHEN SPECIFIED) ED CS NECTIOR CHALL ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER FOR THROUGH PIPE SHALL BE ATWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 5 & S' 3 7. 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE RAND. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE Small Inherent S E MATERIAL CORRUGATED METAL PIPE Gap CORRUGATED METAL PIPE 4OF8 Lane Enterurises Technical Bulletin Maintenance Requirements and Inspection Checklist for Underground Stormwater Management System Regular inspection and maintenance is critical to the effective operation of underground detention as designed. It is the responsibility of the property owner to maintain all stormwater BMPs in accordance with the minimum design standards. The municipality has the authority to impose additional maintenance requirements where deemed necessary. This page provides guidance on maintenance activities that are typically required for underground detention, along with a suggested frequency for each activity. Individual underground detention locations may have more, or less, frequent maintenance needs, depending upon a variety of factors including the occurrence of large storm events, overly wet or dry (i.e., drought) regional hydrologic conditions, and any changes or redevelopment in the upstream land use. Each property owner shall perform the activities identified below at the frequency needed to maintain the pond in proper operating condition at all times. Inspection Activities Suggested Schedule • After several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inletloutlet structures; tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be Semi-annually none; vigor and density of the grass turf on the basin side slopes and floor; differential settlement; cracking; leakage; and slope stability. • Inspect that the outlet structures, pipes, and downstream and pilot channels are free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed 1 -0" STANDARD HARDWARE (TYP.) D NEOPRENE GASKET ZO f (12" WIDE) 0 a J (3 Z O) - U N U)LD W } J Of > 2 Hw U d W I- i0 W WOJ M Z W Q W g ARE (TYP.) 12" WIDE BAND Z ELEVATION VIEW SECTION VIEW z 0 N N Z O M U O Y BAND AND z a GASKET DETAIL P" 5OF8 21 TRASH 110'-0" 36" RISER 12" STUB (3) TYPICAL i F C 1 1 1 1 ACK WEIR PLATE (n Z O I-_ C) in 12" STUB Q J (� Z O > - U PLAN VIEW 15" STUB w w J N Of HW U d W i0 W LLJ OJ M Z J W Q W 2'-7" 3 0 LLJ UJ > J Z 4" ORIFICE F 0 INVERT Z BILL OF MATERIALS WEIR PLATE 0 O MARK DESCRIPTION NO. REQUIRED DETAIL A 36" ELBOW SINGLE TEE WITH 12" STUB 1 B 36" DOUBLE TEE WITH 36" RISER, 15" STUB, WIER PLATE, TRASH RACK , & BULKHEAD C 36" PIPE (20'-0" LONG) WITH 36" RISER 1 II N � D 36" PIPE (20'-0" LONG) WITH 36" RISER 1 -ALL 36" PIPE IS 14 GAUGE, U1 M v E 36" ELBOW SINGLE TEE 1 2,j"Xi" CORRUGATION, m F 36" ELBOW SINGLE TEE WITH 12" STUB 1 ALUMINIZED TYPE 2. -DASHED LINES INDICATES WELD. a 1 36" PIPE (20'-0" LONG) 18 -USE NECESSARY CONNECTING BANDS. PNL: -ALL REINFORCEMENT SHALL MEET ASTM 2 OF 8 NECESSARY 36" CONNECTING BANDS WITH GASKETS 26 A998. i 1 0 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF E. .". 18" U4" X U4" X "STAIN 1Y2" X lh" X A" NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". 6.) STANDARD FINISH: GALVANIZED PAINT. LADDER DETAIL 9 J U O Z O< U N W W Ja. Cn ZW U (if WOJ M Z W Q W = W W U Z > g z z Z 0 04 N N FN- p O N Z U 7 OF 8 HMN. MIN. 30 MIL IMPERMEABLE LINER OVER TOP OF PIPE (RIGID PVMT.) (IF REQUIRED) ; HMIN. (FLEX PVMT.) I I FILTER FABRIC , (WHEN SPECIFIED) BEDDING X S (4" MIN.) SUITABLE TION FODTYPICAL CROSS SECTION H 0 1. ALL CORRUGATED METAL PIPE (CMP)SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH DIAMETER Stantlartl Spacing mix Q METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO (in) S(fl) C(k) X(R) IN) _J (� M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM 8745. ALL RISERS AND STUBS ARE Z 16-GAUGE WITH A 2%'X WCORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE 2q" 1.0 3.0 2.0 1.00 OQ - BURIAL DEPTH SHOWN ON THE PLANS. z:> 30" 1.25 3.75 2.0 1.00 U U) 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH V)Ll W REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD 36" 1.5 4.5 2.0 1.00 >_J a- 0AUTHORITIES. D_' > M E 42" 1.75 5.25 2.0 1.00 1<L U 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURALSTABILITY FROM THE STRENGTH AND I CL RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE 48" 2.0 6.0 2.0 1.00 Z " 0' TO WITHSTAND ANTICIPATED LOADS. 1'M 54 2.25 6.75 2.0 1.00 wO Z 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 W W CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS. 60" 2.5 7.5 2.0 1.00 APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE = W WITH ASIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OFA FILTER FABRICTO ELIMINATETHE 66" 2.75 8.25 2.0 1.00 3. Z POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. LLJ 72" 3.0 9.0 2.0 1.00 > g S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR " Z Z CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO78 3.0 9.5 2.0 1.00 LRFD BRIDGE CONSTRUCTION SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDERAND ROUGHLY SHAPED TO THE 3.0 10.0 2.0 1.00 MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 90% 84" Z AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENTSHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 90" 30 105 20 100 ... INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF .O ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 96" 3.0 11.0 2.0 1.00 :2 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCrIONSTO ACCOUNT FOR THE PRESENCE 102" 3.0 11.5 2.0 1.25 OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDETHE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND 108" 3.0 12.0 2.0 1.25 TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH 114" 3.0 12.5 2.0 1.25 N REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE N N LO CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 120" 3.0 13.0 2.0 1.25 z Z p O N 0O 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND 126" 3.0 13.5 2.0 1.50 0 M tOi U COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAYBE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECrLYON TO THE BED. 132" 3.0 14.0 2.0 1.50 S ! 8. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVERTOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM 138- 3.0 14.5 2.0 1.50 ENTERING THE TOP HALF OF THE PIPE, BUT ALLOWING DRAINAGEBETWEEN PIPES. UNER REQUIRES MINIMUM 2" BACKFILL CUSHION AROUND PIPE. 3 OF H 144" 3.0 15.0 2.0 1.50 FINISHED GRADE ,,_2" ASSUMED ,,_5" 3" MINIMUM BACKFILL MATERIAL (AS SPECIFIED) 1/2" EXPANSION JOINT FILLER FOR SHEAR RELIEF ACCESS LAD[ RISER DETAIL • BY OTHERS) ANCHOR LUGS MAINLINE PIPE THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. ii"X1 "Xj" ANGLE HINGE CONNECTED 1 -3"� HINGE CONNECTED f'-'6 TO BULKHEAD TO BULKHEAD 3q/ft' EXPANDED 1'-5" METAL (TYP.) 45' s II � CURVED TO FIT CMP RADIUS FRONT VIEW SIDE VIEW TRASH RACK D ETAI L -(1) REQUIRED - J U 00 > Z U U7 N LLI W } _J d !n of > �<w I U d LLJ I- ca W W _j rT Z W of W = W 5; g > Z zZ 0 04 N N H O N Z M G O U � j S a 'NGE 6OF8 U Z O< U fn N _J W J a- !n HW I U d 20 M W J Of z W Q W = W LLJ U z > z z z 0 o E rn o N yi Q c E E v E V 3 3 "0 t '+ U m W • O N ♦ Z N 7 a O D �a LL J � 1 � Oi C c C)" M a_ a W J ow ,a r U) LU Z H _O U) to i_- U Z 0 05>Zl- H LLI CL. z - U �JWO W >aaU 0 U) U) Z Z O 0 m O O 04 O LU Q Ln fI z Z O_ Y U Q W N 00 d O N m CA J U) Y N U) U H W LU Z � Z LU Y LU U3: U Q Q� W to O 2 d 0 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 '� CRAIG W J. KOTARSKI Lie. No. 0402048507 7/ 2V 2022 Ar cn z Z 0 F- O LU LU ~ Q LL z z W Q 2 Of Q a Q O LU Q z O Of > rz V >U Z� O� w Z W N� LU W J in U) 0W0 Z N N Q > LLI X N � W Q Z LLj 0 m Q Of 5 x 0ZZ� W W U) W 0 5 0, Oaf �Q O () 0 Z U 0 Z w 0 � Q W a ry 01 SHEET C 1.2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS CHAR LOTTESVILLE, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES CONTAINED HEREIN. 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM OR ITS COMPONENTS UNTILSUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACTTHE MANUFACTURER TO ADDRESSANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. 5. BACKFILL AND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS. 7. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM DESIGN. 4. 2 cc O I- (n z O H 36" RISER 18" STUB 15" STUB WEIR PLATE 00 (3) TYPICAL 15" STUB Q A 1 B 1 1 1 C 0 z TRASH RACK = > _ I N LL.I w 136'-0" PLAN VIEW Of� M I LZ LLI iD w M W W _j Q z W „;• = w U W zz 4.-5j„ Z 3'-6" H Z Z) O WEIR PLATE DETAIL BILL OF MATERIALS MARK DESCRIPTION NO. REQUIRED N A 60" PIPE (16'-0" LONG) WITH 36" RISER & BULKHEAD 1 I iD V) V) N o M n N O B 60" PIPE (20'-0" LONG) WITH 18" STUB 1 -ALL 60" PIPE IS 14 GAUGE, 5"x1" CORRUGATION, <D C 60" PIPE (20'-0" LONG) WITH (2) 36" RISERS, 15" STUB, WEIR PLATE, TRASH RACK & BULKHEAD , ALUMINIZED TYPE 2.�= -DASHED LINES INDICATES WELD. o R g € 1 60" PIPE (20'-0" LONG) 4 -USE NECESSARY CONNECTING BANDS. ME -ALL REINFORCEMENT SHALL MEET ASTM 2 OF 9 NECESSARY 60" CONNECTING BANDS WITH GASKETS 6 A998. THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. MANHOLE FRAME & COVER FINISHED GRADE (PER ENGINEER) CONCRETE BEARING SLAB (BY OTHERS) (BY OTHERS) ASSUMED 1EXPANSION ANCHOR LUGS 3 MINIM BACKFILL (AS SCMP SUP RING 1/JOINTFILLERRELIEF RISER ACCESS LADDER PIPE RISER DETAIL J U Z O� V) Uj N _J W }� J a- (n �wl0 L+J r- (D W W n z wa w ?i U W W Z Z O FIMIN. MIN. 30 MIL IMPERMEABLE LINER OVER TOP OF PIPE (RIGID PVMT.) F (IF REQUIRED) `,---. HIIIN. (FLEX PVMT-) FILTER FABRIC (WHEN SPECIFIED) BEDDING X S (4" MIN.) SUITABLE Z FOUNDATION C O TYPICAL CROSS SECTION o 1. ALL CORRUGATED METAL PIPE (CMP)SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH DIAMETER Stantlartl Spacing HnI" Q METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO (in) SIN) CIn) X(R) (H) _I 0M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PI PE SHALL CON FORM TO AASHTO M196 AND/OR ASTM B745. ALL RISERS AND STUBS ARE O Z 16-GAUGE WITH A 2%"XM" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE 24" 1.0 3.0 2.0 1.00 OQ - BURIAL DEPTH SHOWN ON THE PLANS. _ > 30" 1.25 3.75 2.0 1.00 U UI 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENTTO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH (n(yf W REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTSOR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLICROAD 36" 1.5 4.5 2.0 1.00 rJ O_ U)AUTHORITIES. Of > 42" 1.75 5.25 2.0 1.00 HW U 3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND d RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE 48" 2.0 6.0 2.0 1.00 Z - TOWITHSTANDANTICIPATEDLOADS. (D M LjJ 54" 2.25 6.75 2.0 1.00 WO Z 4. PIPE BEDDING AND EMBEDMENTSHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FOR A-1, A-2 AND A-3 WQ W CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGERTHAN THREE INCHES, AND FROZEN LUMPS. 60" 2.5 7.5 2.0 1.00 APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE = W WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2 INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OF A FILTER FABRIC TO ELIMINATE THE 66" 2.75 8.25 2.0 1.00 w(,) z Z POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. 72" 3.0 9.0 2.0 1.00 j S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A798 FOR Z Z 5 2 0 9... CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/Oft SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION 78" 3.00 0 1 SPECIFICATIONS. IN GENERAL, BEDDING SHALL BEA MINIMUM OF 4 INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE 3.0 10.0 2.0 1.00 MIDDLE -THIRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 90% 84" Z AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIAL OF 24 90" 3.0 10.5 2.0 1.00 INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER 15 LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF O ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER IS GREATER. 96" 3.0 11.0 2.0 1.00 :2 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNT FOR THE PRESENCE 102" 3.0 11.5 2.0 1.25 OF MANIFOLDS AND PARALLEL PIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND ALONGSIDE THE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OF THE PIPE RUNS AND 108" 3.0 12.0 2.0 1.25 TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE 15 AGAIN TAKEN TO ENSURE THE BACKFILLINIS IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP EVENLY AS WELL, AND EMENDED HORIZONTALLY TO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH 114" 3.0 12.5 2.0 1.25 REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE CHALLENGING AND WILL REQUIRE ADDITIONAL CARE. 120" 3.0 13.0 2.0 1.25 J004 Z 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK-BEHIND126" 3.0 13.5 2.0 1.50 COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAYBE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT DUMP STONE DIRECTLY ONTO THE BED. 132" 3.0 14.0 2.0 1.50 8. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVER TOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM 138" 3.0 14.5 2.0 1.50 ENTERING THE TOP HALF OF THE PIPE, BUT ALLOWING DRAINAGE BETWEEN PIPES. LINER REQUIRES MINIMUM 2" BACKFILL CUSHION AROUND PIPE. 3 OF 9 144" 3.0 15.0 2.0 1.50 PLATE BULKHEAD FLAT P (3) GAUGE LATE) V) z O REINFORCING MEMBER ~ (3" x 3" x }" ANGLE) 2'-0 I C] (2) TYPICAL SPACNG Q 60" DIAMETER U O Z SECTION A -A 0> - U in LU N W >- � o v) 1 Of 5; Hw U d A 60" DIAMETER A W `cD FLLJ - O M 2'-0" W J z Z SPACING I W Q W I PLATE BULKHEAD = QQ'FLAT W REINFORCING MEMBER (34) GAUGE ��) W U Z (3" x 3" (2)" TYPICAL Z zZ O N NNyM 04 Z O) MI O U BULKHEAD & WEIR ° REINFORCEMENT DETAIL ELEVATION VIEW .1 B -(3) REQUIRED- 5 OF 9 THE FLAT BULKHEAD PLATE SHALL BE WELDEHE PIPE WALL FOR THE FULL PERIPHERY OF E. 18" I 1y2" X %" X "STAN v 1Y2" X 1Y2" X A' NOTES: 1.) STANDOFF TO BE WELDED TO RAILS & RISER WALL TO LOCATE RUNG AT 6" SPACING FROM THE PIPE WALL. 2.) MAXIMUM SPACING OF STANDOFFS SHALL NOT EXCEED 72". 3.) LADDER SHALL NOT BE INSTALLED IN RISER WITH A DIAMETER LESS THAN 30". 4.) DETAIL AT BOTTOM OF LADDER WILL VARY WITH TYPE OF MANHOLE. 5.) MAXIMUM LENGTH OF LADDER RAIL IS 19'-10". 6.) STANDARD FINISH: GALVANIZED PAINT. LADDER DETAIL _J U Z O< U N N W W OfJ U) Ci- Z W U 0" LL 1 _J UJ wQ w ?i U w W Z z Z Z) O M N N M F O N Z M O U g a 8OF9 ACCESS RISER NOTES 1. THE ACCESS RISER DETAI L SHALL BE CONSIDERED CONCEPTUAL WITH THE - INTENTION OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY ON THE RISER PIPE. 2. ALL RISERS SHALL BE FIELD CUT TO TH E ELEVATION NEEDED TO _ ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL. _ 3. POURED-IN-PLACECONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDE A SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF THE COLLAR SET APPROXIMATELY TWO INCHES ABOVE THE 4. TOP OF THE RISER PIPE. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE _ , CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR V) FTTINGS/STUBS ARE SUBJECTTO REINFORCEMENT CONSIDERATIONS IN Z ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTS ARE DEPENDENT ON O THE MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY H OPTING FOR A SMALLER DIAMETER RISER IN THIS RANGE. 0 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS. Q Table 1. TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT O Z NOTES Temporary Mimimum Cover for O - 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment => ADDITIONAL TEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE , . - U �J in CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE ' I W WITH TABLE 1. Table 2. >- a N 2. MINIMUM COVER IS MEASURED EROM THETOP OFTHE PIPETO THE TOP OF Standard Connecting _J �> C) - O_ THEMAINTAINED CONSTRUCTION ROADWAY SURFACE. Hw U 1Z 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE Band Thickness IIi ®�� I PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVERTIME. .®. Wr cD W CLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE FOR I� �•, II� O V)� THESE PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A W J Z BINDER MATERIAL. ' '• I� W Q W STANDARD CONNECTING BAND NOTES "• W 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2°S"%1%2" I I I 'I� �U W z CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE e Z WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE Q DIAMETERS UP TO AND INCLUDING 96 INCHES AND A MINIMUM WIDTH OF 24 INCHES THEREAFTER. z Z 3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS. O 4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE%"THICK NEOPRENE M MEETING THE MATERIAL REQUIREMENTS OF ASTM D3056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. S. ALL JOINT PERFORMANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 9 OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED Standard Lug Connector FOR JOINTS SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE Detail I N AS WELL AS SILT TIGHT PERFORMANCE. IN LIEU OF A GASKET, A GEOTEXTILE CONNECTING BAND N M WRAP SHALL BE CONSIDERED SUFFICIENT TO MEETSILTTIGHTJOINT (WHEN SPECIFIED) V) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE Z 0 OggLO M LO O SYSTEMS AND JOINTS SPECIFIED TO MEET SOIL TIGHT REQUIREMENTS. GASKET BI U 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BEA (WHEN SPECIFIED) UO ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 961NCH DIAMETER PIPE SHALL BEA TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 7. 144-INCH DIAMETER PIPE SHALL BE A THREE-PIECE BAND. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE Small Inherent MATERIAL CORRUGATED METAL PIPE CORRUGATED METAL PIPE Gap 1 4 OF 9 t -o" STANDARD HARDWARE (TYP.) 0 NEOPRENE GASKET zO 1•_p" (12 WIDE) WIDE) F 0 a � U Z O< - (n Uj N LU W r� a N Of> M Z W I W W 1- c0 W W _j r7 z W Q W z ARE (TYP.) 12" WIDE BAND Z ELEVATION VIEW I- SECTION VIEW z O N M p O N Z M O 10 BAND AND GASKET DETAIL pm 6 OF 9 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. tj"x1 "X#" ANGLE HINGE CONNECTED 1 3" HINGE HINGE CONNECTED&'-6 TO BULKHEAD TO BULKHEAD METAL EXPANDED METAL (TYP.)V-6" 1'-6 6" CURVED TO FIT CMP RADIUS FRONT VIEW SIDE VIEW TRASH RACK D ETAI L -(1) REQUIRED- _J U O< Z U Uj V) W W }� J of (n �wlUd Lb r (D W W _JJ M z wOf w a ?i U W W Z > g Z z Z 7 O M o E an o N yi Q � o E E v E V 3 3 "0 10 � L �-y U Go W � ♦ � O N ♦ Z N rn rn a 5 x O In Q LL �» > v�i Oi c C 0" _ �7 M a a CO J O llJ ,o r w U) Z H _0 U) Tn i_- to Z 0 05>Z- Z W � z H d d of 0 Q UJJw0 U) w >aaU 0 U) U) Z z 0 0 m O O CN O � w Q L6 � z Z 0 Y U Q W N 00 O m d N O J U) Y � (n N U) U H W LU Z Z LU Y U�3 U Q Q Qi W Tn 2 0 0- 0 � 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 S�ejNLT.ff/ 0 I 'j CRMG W. 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DRAWN S.S. CHECKED C.K. 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS 7-21-2022 TIMMONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS ITIMMONS GROUP I 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com � I = I — I � I RE w .a cn Los C O N I PROJECT SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS 1757 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 VIRGINIA DEPARTMENT OF EDUCATION: 002-15-00-103 DRAWING OVERALL EXISTING CONDITIONS D I co I n 1 0 1 m 0cn cn m� 30 r �3n o s c `LL o��2 zP_ �aicn boa -4<�m 0 2 c, v cQCID N A yy�'4 t0 = �00 /�) CD /� $yS3 O N \/ CD T DATE 21 JUL 2022 PROJECT 49448 DESIGNED S.S., T.P., J.S., J.D. DRAWN S.S. CHECKED C.K. 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS 7-21-2022 TIMMONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS ITIMMONS GROUP I 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com � I = I — I � I 1 01 3 4 5 I 7 I I 10 11 12 J H G F E D C A I11 TMPI\91-1 D / I If \ ` y \ \ \ \ \ \ \ ' DOMINION CRANE & RIGGING, INC. \ LIAT' RIAN \ \ � DB. 23,\ P. 1)OF / 94PLO `\ \ r" IMPRO . \ \ \ \ \ \ \ \ \ �\ - - ZONED LIGHT NDUS R \ U \SD INLE�fa//GRATE\ 2.9'X2.5, d 1 I STOP=586.84' \ \ \ \ \ E 5 T \ 1 \ \ l �� OUT=584.39' 15"R�'!Z S O 4 _ \- y EX120'DRAINAGE l / _ _ \ 1 / _ _ - / / l 1 I EASEMENT / I pP . OB.4425,P13.332 / SCAL1"2�' _ _ _ 0 20' 40' GRAVEL CONIC. SWK CURB `` - - _ `` \ \� - - ' � � , � KEY PLAN /one I/ I/(/ ,\\ \\ \\ EP \ \�\�\�\-��`_- `�_V�: - 60�/l /I /EX 20'WAT EX. 15"VIRGINIA U 1 I \ _ _ - .�- / / EASEMENT POWER' EASEMENT ' ' \ / / - \ \ \ \ \ MHD \ 2" DEC. \ \ - \ / / l 1 / 1 / STO h1(S \ \ \ \ TOP = 585.73 O8. 7096, PG. 739 / 1 1 I 7�\ \ \ \ INV. IN=583.08' (NE)'I5" RCP \ \ co, 1 i I \ Fk \ \ \ \ \ INV IN=583.13' (E) 15" RO2 (6 SPACES) lleiOR INV. OUT=583.0' 15" RCP 1rFNTio4, ASPHALT "� \ \ \ \ - _ - i SO LETYN\GRATE �� _ `595- - _-- - _ \ // �T- 1T'7f� 587.32'\�� _----- - - - 5 / 1 \ "MAPLE \ / � \ MHS \ / ` (CO) O \ \ \ - - - - - - _ - LU I TOP=58572' �.: \ 12" \ Ct S8 10"DEC. INV. 1N = 585.20' (SEJ �� - _ - - - - - \ S III DEc. \ 8 I INV. OUT = 58453' (NW) 15" RCP - - - - - - - - - - . 2D74/gTERLINE _ _ �' "IplA6C/ESSIBLE M INV=579.83' // (p a5 _ -58 C I - \ 4 I H 8 l \ p \ /1 S / _----- - - - - -- ----EASEMENT FOR ACSA _ _ ---_ \ 8`9 \ { NO PUBLIC USE ` _ _ _ - - - - - - - - n_rPFr. 129 _ _ - - _ N I \I l (CO) 6" Pv \ \ J I - - \ \ a"DEc. \ a , SIGN - - - - - - - - - 590 - - - - - - - R l TOP=585.79' -- 4�-�- ------ \ / - - - - - - - - - 2 ---- -------------- t --- ----- --- ---- -- ---- - - -- - - - - - - - - - - - - - - - - - - - - ' - - - wu�7s.s4 /� \ -_----------- - - --- CP --- --r / --- -- --- - --- L_ \\ 59 I 1I \ \ -4:_ . \ �\15"R ' \ EP l I \ \ TOP - - - - - - _ ,SQ Jr \ \ \ \ INV=57922' \ \ \ \ \ \ \ EX. 20' WATERLINt= _ OO I ASPHALT \ _�y _ GRAVEL / \ / - ' \ \ \ \ \ \ \ EASEMENT FOR A SSA \ \ s \ W W- _ _ OB. 1096, PG. 733 "-` s m A EP S GRASS l \ / CL 11 - - - - \ O I / / \ \ \ \ 6'CONC. SWK J i GRAVEL 8"CHERRY- MkTAL q' 3' (W) DOOR 3' (W) DOOR I S IRS / / \ 0-A FFE=5DOO 3' (WJ DOOR FFE=59053' FFE=590.6 \ ll \ \ \ \ n \ t\\\t FFE=588.98' I LANDING\ / / I m \ FFE-589 00'3'(W) DOOR MOLE(DO) 6"PVq I\ \ \ 3' (W) DOOR 3' W DOOR INV.=57s.jz' 1 s"DEC (s) \ \ �- \ - ^ \ I I FFE=Bess' O CLASSROOM �I ITOP=583.7 ' \ FFE=588.98' � I \ � \ GR S FFE=s88se' I I ll I l / 1 I \ \ \ \ \ \ \ \ \ \\�I \ \ FE=s90.59' FE-590. 60' /I v I I I I \ \ \ \ OMI\ -W _ WJ a 5"CREPE(2){LIETAL DECK \IMHD Dry 16"DEC! / \ I 1 I \ \ B6, 1 - J / METAL�STN/R I ! I I OP-584 4 h I I I I 1 \ \ \ \ 6' CONC. SWK / - / I MJV=57970' (NW) 8" P 1 \ \ 3' (W) DOOR ! 1 \ ® / \ \ \ T - / I \ \ \ ® 6' W DBL. DOOR \ GRASS l INV O T=579.66' 8" 9VC / / \ \ O I / / I \ 1 \ \ rn / FEE ( ) ( )FFE=588.99' \ SD INLET _W/GRATE 6' wOBL. DOOR 1 6' CONC. SWK I / I TOP=580.99' a I I I \ m _ / FFE=Sas. oa' / = 1 I I \ \ \ n 10"CHERRY Ct / \ 1 \\ INV. 1N=578.66' (SE)8" RCP \ O I I 1 1 1 \ INV OUT=578.58' (NW) 75" RCP ) I GRASS �rtv'' \ s" MAP E ) \ I ci ® coact \ MOBILE / tr _\ _ -I+- - '' / I I 12"DEC. ro \ I 1 O - \ CLASSROOM I 1 11 N \ \ 12" CREPE 3' (W) DOOR \ \ \` _------- 15"RCP I \ FE=ses.6z' \ \ �\ 1 / / . m I I 1 1 / U I I U 3' (W) DOOR 3'(W) DOOR \ \ \ \\ I I O EX ( n I \ 3' (W) DOOR ( ) FF(E-J589.06' FFE=590.46' I I Q i41Q.+51 FFE=5B9.05' 3' = DOOR 24"RCP. 1 la 4 \ I / FFE=589.06' 000 \ 1 / : I{ I m I ® FFE=589.03' 3'(W)DOOR I RAMP \ `\\ \ \ 1 1 / / INV<575.63` . 9 1 h BIORETENTION I 1 \ \ Ml/lD I \ 6" DOGWD 1 1 1 I FFE=589.04' \ \\ \ 1 \ l _ 1 / I I 1 10"CHERRY >s7 I 1/ p n I\ \`' \\�\ 11 1 1 MVPII�-�576/23'($W) 75"RCP C�tr�`' 72" BIRCH LAND. %+!- \ \\ 1 I 1 / V 11#=57�'. 10' W) 15" 4CP SD. CURB LET W/MHD 1 1 \ I 7 l cr SO 1. 5'X 1.5' GRATE METAL \ \ �q fi \\ 1 NV. M1=57�6.23' (NJ 8" PVC \l Z INV. OUT = 58756' (N) 4"PVC S 1 a? \ ''TOP=581.63' I I I 1 / I / � n I I� n I I � TOP = 588.15' ET 1 1 I I �y 6 INV.' IN=S 734' 15"RCP / 1 '\ I C I 1 0� I I m I m A I \ \ \ b / INV ;O(7i=$ 712'24"RCP g I I , I �p 2 I m o p INV OUT 57632'24"IRCP h I l I I I cs y I / / / CONC. BO -57,5.93'I T-/ I I a / // /I I I I \ /t m A Q 8"DEC. \ \\ \ 1 1\\\I \ \ \\ \ \ {\ \\ tl / s"DEc. (4) 1 I I 1 m 3'(W) DOOR \ \ \\ 1 \ \ \ FFE=589 05' 1 I 1 1 O\\ / 1 // I 1 I X 10" CHE RY I L / 1 ° I / I 1 j \ 1 I I 2 "RCP I 3'(W)DOOR 1 1 \\ \ 1 ! INV. j574. 55" \ \ 9ti / I o l 1 GRASS 1 1 \\ I, / U y ct FFE=589.07' \ �n \ \ / I I (n \ n \\ /h I ' m U 1 �I 3'(w)DOOR \ \ I Q / / FFE-589.03' DOOR / TMP91-13 \ 1 \ \ \ \ \\\\ NW 15'57"W - - - ' u l ( _ I 1 1 15" RCP_ 1 24"RCP DTI / 6' (W) DBL. COUNTY SCHOOL BOARD OF T \ 0 12.00' / I L, ) DOOR 3' W DOOR N DOOR O I �y� / z 1 FFE 589.05' FF(E)58906' ( ) $y -� \ I I I FE=sas9a' ALBEMARLE COUNTY, V/RGIN/A FFE=5B90T --- Q ® I C� 3' (W) DOOR 1 l / o ® VHS DB. 1033, PG, 313 FFE=588.99' TGP=5s7.sr ZONED: R1 \ \ STATUE / I \ / / / n I I 1 NV 1N=580.79' (SE) UNK. MATERIAL RAMP W/ ( ) FFE=589.02' FE 589. 1 NV OUT=580.43' SW UNK MATERIAL G m \ \ \ \ /` / / l ( I i D 0 6' (W) DBL. DOOR DO \ \ ij �1 / `^vim/ p o \ / B,, DEC. I I I I I \ n ( \ \ \ \ Sp CL \ \ I \ EXQ5'VIRGINIA ! \ l / l` 2 MHD X G I / ^ �/ \ I ` POWER'FASEMENT ` \ / ' \ MULTI -LEVEL TOP=588.83' N\ 0O D D \ \ DB. 1096, PC. Z39 \ o I I ® INV. IN=57703' 12" STEEL v/ L \ \ \ MASONRY, BLOCK& FRAME INV. OUT=57726' 15"RCP \ \ N \ \ 4�HAlNLINK G I \ / � \ SCHOOL FACILITY SD INLET W/GRATE U \ � \ A \\ ,. \\ / I I MOUNTAIN VIEW E. S. INV. lN=58O7'88PVC BOT=576.9T U // \I \ \\\\38� Z \ \ t � / \ (1757 A VON S TREET EXT) / O = I \ \ C&G \ \ \ \ 17 � ` p I / *O I 3' (W) DOOR INV OUT=582.92' 12" PVC O :L7 NT \ \ 't,2�1 - � \ I I FFE=589. DO 3'(W)DOOR J N \ EP \ \ FFE=589.04' 3' (W) DOOR 3' (W) DOOR 1 \ \\ \ \ \ \ \ \ \ \ M \ I \ \ MAILBOX \ 6" CHERRY I \ I FFE=589.03' FFE=589.04' I l 1 \ \ 1 \ \ \ \ EX 20' WATERLINE l l \ \ M \ \ \ I \ - 3' (W) DOOR \ EASEMENT FOR ACSA \ \ °p I a' I _ -�S Yl t QS' O ® I GRASS FFE=589.03' / DB. 1132, PG. 751 I m -' 2 � \ DB. 1096, PG. 733 `O \ I \10"HOLL �� 12" V 1 cs n \ \ 8"CREPE /` p 8"CREPE (3)-------------------- -� I 1 N I \ I II CONC ---------------------- g \ I I \� . \ 1 I EX 20' SEWER �A�EMENT I 3' (W) DOOR F (W) DBL. m 51 cP o� \ ASPHALT I I FFE=589.05' DOOR CONC. SWK II 1 I 1 1 m O \ I I I I FOR ACSA \ 1 s' (W) DBL I I 1 FFE=589.04' I I 1 1 Z N, \ I \ \ \ DB. 1132, PG. 751 \ \ I 8"CREPE I I DOOR 1 / I I MHD 0 / / / I \ / I FFE=569.00' 1 1 I / I I TOP = 5.. \ EP \ \ � a"DEC. I I 1 I m \/ O \ I 1 I I CONC. \ / ® t'� / 1 I / I I I 1 1 INV IN= 0 \ I C&G 1 I _ I I \ / I I I INV IN - \ ® / I / / I I I I I INV OL: \ CONC. SINK \ 1 11 / I I I SBa 3' (w) DOOR DOOR FFE) DO ss' III I 1 1 I 8-BIRCH 1 '✓(�,' / I / @ 3' (W) DOOR I I I I C y GRASS ® F(EJ58906' D I I 1 CURB RAMP 1 1 I . FFE=589.01' 4"DEC. p t \ 1 W/DWS jj� I CURB RAMP ( I (5 W/DWS CURB RAMPSO INLET o \ \ 6„DEc" \\ 1\ ' I \ I ` W/DwS I I I I- 588 \ �, TOP=58828/GRATE p I 11 I I I I I \^ I- \ e"pOGWD 'x 1'METAL CO C. \ X 1 1 Lo I 1 \\ \ \ CONC. SW' ' I I 6"DEC. INV. OUT=583.82'8"PVC m I \ \ CANOPY COLUMN \q \ I / & FRAME (TYP) I! \ I BRICKA(ON. SIGN I CURW\OWS \� \ 1 \ ® ® I I I I I (Hues) \ 1 1 �t.r' I II I 1 1 I 1 \ I \\ I / Y \ I m� I z -SAN- - -SAN- 11 / X I I I I Q CANOPY CONC. SWK I I I UFO_-- -/ m / 6' W 1 UTILITY 1 \ I e FFE. DOOR' \ ' � � � � / / I TOP-582. 10' I � 1 \ ( ) UFO_ VAULT / / / I I I I e 3' (W) DOOR 3' (W) DOOR I I I INV=579.59' I I \ / - - 3' (W) DOOR 3' (W) DOOR FFE=588.98' FFE=589.01' I I o ® ® Q ® FFE=589.03' 6' (W) DBL. DOOR I I GRASS FFE=589.02' FFEJ58900' DOOR FFE=588.94' I I I I 2.DE / I I 12" DEC. (3) NO PARKING SIGN n1 6 (W) / 'pO \ EX. I I 3' (W) DOOR I I l C / DBL. DOOR p, FFE=589.00' I 1 MHD 1 BIORETENTION I I I I I/ I 1 1 I 1 I U W I FFE=NOTMEAS. h / \\ I 1 I 1 TOP - / M I 1_ 11 I I 1 I I I IMHS NNERDROPCOTRAP) W/NNECTIONS 1/ I 1 1 INV P.' ivy INV lF. \ ' f REASE W 1 � I 1 1 I I 1 I l y I I o I I TOP=587.43' / 3'(W) DOOR C / I I I 1 I INV 2^Dec. \ 1 I 29"WILLOw �"L' e n 1 11 I ® I I I fl I FFE=589.0>' I III I INV. IN=584.5'(EJ 4"PVC � I f l l 2 m I I Y F. sTTPs et I 1 1 I ~ I I C C I BOT.O580.683.0' (WJ 4"PVC oN /I 11 a"Dec "I LIQUID LEVEL=583.08' 1 1 1 1 I ® I I soRlseks ! 1 dol 11 I11 I l / 1 12" DEC. 5' CONC. SWK 1 1�1 3'W DOOR y ` / v /j gC a, 3' (W) DOOR O 580 - I C C/ i 1 QcTs' I FFE=589.60' \ - - 1 I I I r W y 4Lr' C FFE=589.00' 3' (WJ DOOR U I I I / I/ CAN Y " I FFE=589.0z' P \ OI I I \ \ ur rn I UTILITYMETERS W/ I I I 1 I l 11 1 1 1 m I ` m I 3' (W) DOOR / a a m I I CHAIN-LINKFENCE (HT=S) I I r I \ 1 1 n FFE=589.0V \ \ n / / X \\ \ O\ 1 A I 1 U I LOADING DOCK , - - / \ O 3'(W)DOOR / / I / \ 3' (W) DOOR FFE=589.01' hh / I 1 I �o PLAY EQUIPMENT W/CANOPY I I 10" CONC STEPS \ 1 FFE=589.03' / 3 TREADS, 4 RISER -' \ S81 \ I PLAY \\ I I I I I2 FFE=589.06' \ 1 - n / / AREA \ I I FkPVC\ \ \ i'x 1'METAC I DEC io FFE=58650' \ \ 3' (W) DOOR I 1 INV. S7$�3(i'\ \ \ \ \ CINOPYCOLUMNI I \ _ CO NC. STEPS CONC I - \ \ \ \ R9CK & RAME (TYP) I ��CCC""" S 3 TREADS, 1 / / 1 l I I I \ \ \ \ \\ \ \ \ \ I ARMOR \ _ I I ern\ 4 RISERS LL I \ \ \ FFE=588.99' 3' (W) DOOR 1 'I \ \\ \ \ \ I I EP- ' / - m l 8-DE k2) \ \ \ \ \ 1 + I I A A A \ FY V 3' (W) DOOR \ ® 72 \C ERIPY \ � I I II o I \ 6' CONC SW FFE=586.54' Il 1 \ I I Ij \ \ 1 \ \ \ \ \ \ \ \ (GONG. REMOVED AT TIME OF (j ^z, I 18"BR/IIDTEAR I I \ I I i SURVEY) / Fq I FETAL RAMP / GOAL 0� I I l I YYIl l 1 \ / GOAL / I l a I I I I \ I L7 PLAY EQUIPMENT \ o z'Dec, /\\ I I I I I I I I II \ l I I © _ I\ l I I // W /// ATH(ASPHAO jRTS 1 I \ 1 1 I I I I LO 1 Q \ 21 I IX 1• �' _ MHS 586 l 1 1 \\ 1 1 1 I I I I I I \ I l 1 CLASSROOM \ I POST TOP=587.52' /' w / / 11 1 1 1 1 1 \ \ I 1) INV. 1N=581.14' (N) 4"PVC / I I I 1I I \ I v i / I}D n V I I a^DEC. I I I I I I I I I \ I I INV. IN=5779T (NE) UNKNOWN / INV. 1N=581.28' E 4"PVC T WOODEN I I I / // INV. IN=579.55' (SE) 4" PVC / I I I l 1 I I I I I I I I 1 \\ FENCE i I 1 \ / INV. 1N=583.37' (S) 4" PVC 3' (W) DOOR 3' W DOOR 7777 / / CL I I I I® I \ - O 1 POST INV. OUT=57787'(W)8"PVC/ I I ME o N N � Q C >0 E O a3 E "3 2 i m � UMM U OJ • • O N O • z N • Y M • . _ v 0 U, nQ v r � v C N 4 N O 7 N lfl C Ol O N � vv M d � � J O W t0 ~ U) wZ ~O� z 0 5;Z � _O H Z LI_I D Z d0_ OU Lu 0- Z 2 U W tnQWO >daU 0 U) U) Z Z O O H Co o O N (V W Q L6 t` 0 z Z 1 _O U) 2 0� [1 O N V J 0 U Y U Uj U N H pW to C) Lu WLu Z 0 Z 9 �: y U d LLI 0 o U H /; RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 ao ^) CRAIG W J. K(ITARSKI > Lie. No. 0402043507 7/ 2V 2022 n. Ur Z ZH O Q U LU W W O Z z Q W H IIL IL Q J O w a z O �U z� 0� U z W W Z mW _O Q tL OW06 _ W N 0) Z 0>u CN CN O z w> U 0 Q W L u LLj J J �I► t%J C/) W L 0 Z� z O 0 CO z) _ O 1,- cf a X U) U W W Z 0 0_ a o SHEET C2.1 E C `E W 101 1 3 ■ 4 5 I I I 0 10 11 12 11 3 4 5 I 7 I I 10 11 12 J H G F E D C A TOP 580.99' oo 7o"CHERRY Q INV. IN=578.66'(SE)8"RCP I I I I II I \ LEGEND: i INV. OUT=578.58' (NW) 15" RCP 6" MAP E ) \ \\I n @ MANAGED STEEP SLOPES 11 12"DEC. m - \ ' 11 h A \ 12" CREPE 3' (W) DOOR � -� y \ \ I n FFE=589.02' -----__-- 15^RCP II o ' . m I / I J O�KM�^�6 I 3' FW) DOOR I ( 1 Q I EX ! Q I CT �� DOD FFE=589.06' FFE=58905' I 2$"RCP . I •tcii J ILL Ij 1 h� I BIORETENTION I 4`mi \ � / LON / 10"CHERRY"(�"L, l Q 6"DOGWD \ 6D. EUR0 LET W/ MHO I I 1 \ I 7 1 I [�QLS,' I / L 0 TOP=581.63' / / II I n 12" BIRCH I /NV: IN=5 7.34' 15"RCP of I ':INV: ;OUT=$ 7.12'24"RCPCI // / m A 8"DEC. LL 6"DEC. (4) I f Fi4' / I I n 00 3'(W) DOORG''�'d''FFE=589.05'10"CHE RY°L3'(W)DOORSCALE 1"=20' N FFE=58901'C00 0 20' 40' If (Mil I N64015'57"W - - - - 3 /' 12.00' / I I I I 3' (W) DOOR LDOOROBL. 0 \ O� 1 �� AA I FFE=589.05' FFE=589.08' A I" 'VHS KEY PLAN @ TOP=58761' , STATUE / I17 I \ \ \ 1 / I I I 1 NV /N=580.79' (SE) UNK MATERIAL 6' (W) DBL. DOOR DO R I I \\ \V I / \ \ NV OUT=580.43' SW UNK MATERIAL 1 RAMP W/ ( ) \ \ O o 1011 \ \ \ \ <\ 8"DEC. FFE=589.02' FE 589. 1 9. a \ 1 \ \ EX. -45"VIRGIN/A / \ I / I MHD _ \ \ \ 3 y ■ TOP=588.83' X7 G / 1 \ POWER'�ASEMENT \ sd.c' @ MULTI -LEVEL \ \ O ZDj D \ \ Z3 \ \ 4 4} I I MASONRY, BLOCK& FRAME INV IN=57703' 12"STEEL \ \ \ \ OB. 109Q Pb. 9 y \ \ 1 INV. OUT=57BOT 15"RCP \ \ I \ SCHOOL FACILITY SD INLETW/GRATE 4�H v O \ \ \ \ 4'^DEC. BOT.=576.9T 2 Z � I I MOUNTAIN VIEWE.S. TOP=58782' INV. IN=583.37'8"PVC 1 \ \ (1757AVON STREET EXL) / = I \ \ C&G \ \ \ \ 't P`py� p I I - J tL I I 3' (W) DOOR INV OUT=582.92' 12" PVC N .Z1 CA ZR.c� \ FFE=589.02' 3' (W) DOOR EP \ I 3' (W) DOOR 3' (W) DOOR / \ \ \ I FFE=589.04' l I11 \ 1 \ \ MAILBOX \ EX. 20' WATERLINE 6"CHERRY I 1 I\ I FFE=589.04' // \ FFE=589.03' m \ \ \ I \ I I 3' (W) DOOR / \ EASEMENT FOR ACSA �'C�, �'fi��t, ��'CC��^z�, FFE-589.03' l � �R.r' [p^z' @ GRASS \ \ \ \ \ DB. 1132, PG. 751 I m �"' 2 � Q '+tr`�+t..rr�' I � m \ \ cn DB. 1096, PG. 733 \ ¢ I \10"HOLL -~ `"t.r' _- 12" 1 - \ u� m > I \ \ 't.(.P7 8"CREPE ,�1� ----------------------- //,� 1 '`---------------------------------- -Y�J 8"CREPE (3) EX 20' SEWER 9A EMENT 3' (W) DOOR 6' (W) DBL. m 5� cPo w \ ASPHALT \ CONC. SWK II I I I I FOR ACSA \ I FFE=589.05' DOOR m I I 1 I FFE=589.04' 6' O DBL. I I I I Z \ \ 1 OB. 1132, PG. 751 \ DOOR l 0 � EP \ \ \ I I 1 I I \ \ / \ 8"DEC. i 8"CREPE I I i i III / FFE=589.00' li,l \/ Q CONC. \ Oh CONC. SWK \ I I I l / I II 3' (W) DOOR \ - / 1 I 8" BIRCH I ° / I I _ @ I I 3' (W) DOOR 3' (W) DOOR FFE=588.99' I I / \ II I I /I C I GRASS // @ FFE=589.01, FFE=589.06' I ril n CURB RAMP 1 4"DEC. p ( \ 1 W/DWS \ I CURBRAMP ( / ®ISD I m \ v W/DWS CURB RAMP I _ 588 �� \I W/DWS 1 @ TOP=588.28' _ \ 6"DEC \ \ ' \ 1 I INLET W/GRATE Q J m \ \ CONC. SW 1 8"pOGWD 1 6"DEC. INV. OUT=583.82'8"PVC I � ! I 1'x 1'METAL CO C. CANOPY COLUMN I fCt"p ® II 2 � MP MMME*\ \ I / &FRAME (TYP) \ Q BRICK M1ZON. SIGN I CUR BN/DWS ` \ I \ \ ® @ 100 / I (MVES) \ / 8"SYC' ® 3' (W) DOOR I / -SAN- - - -SAN- FFE=589.00' I I I ¢ rA� OPY CONC. SWK UFO _ I / / (CO) 6' PV I \ h / 6' (W) UTILITY 1 \ -/- DBL. DOOR II UFO VAULT / / I TOP=582. f0' I I \ I _ £"C I ® " 3' (W) DOOR 3' (W) DOOR I q � ++Lr` I INV.=579.59' \ I I \ I � - - ' ° FFE=589.01' 3'(W)DOOR I ®� I ° ® ® ® ® 3' (W) DOOR FFE=588.98' 6' (W) DBL DOOR 07 I I FFE=589.03' I I � / @ FFE=589.02' fl*�Ra' 1 I I I CONC. 3' (W) DOOR / I I \ / / �•d.r� I I I I \ / I v / GRASS FFE=589.00' FFE=588.94' I I \ 1 I I I 12" DEC. (3) I 1 /) NO PARKING SIGN I I 4"pEC EX I I II I I / DBL. DOOR F(W) DOOR BIORETENTION I I I I g0 \ FFE=589.00' I FFE=NOT MEAS. MHS (GREASE TRAP) W/ INNER DROP CONNECTIONS / 12"DEC. \ I I WY I ( I " Q TOP=58743' 3'(W)000R ) I 20"WiLLOw o 2 C C.I I ly INV. OUT�83 (0' (W) 4V PVC \ FFE=589.01' \ / I I °V• / \\ I \\ I I 1 1 I I ~ I I II �" Q I Io' BOT=580.67 ] \ \ ' N 1 1 1 1 1 1 B'DEC Co \ LIQUID LEVEL=583.08' ® I 21/ I I I I IIIII 1 I 112" , \ DEC. / \ \ Y 5'CONC. SWK ' 3'(W)DOOR h 3' (W) DOOR \ @ y FFE=589.00' 1 3' (W) DOOR FFE=589.00' 0 M CAN Y I FFE=589.02' 02 / \ pl 1 I I I I m y I \ I a, UTILITYMETERS W/ I m I 3' (W) DOOR LL I \\` \\ • W U li I FFE=589.01' CHAIN-LINKFENCE(HT=5J _ - ' \ 3'(W)DOOR Cb PLAY EQUIPMENT \ \ O LOADING DOCK FFE=589.01' 3' (W) DOOR 47 / W/CANOPY / \ 1 FFE=589.03' S CONC. STEP 3 TREADS, 4 RISER - ' \ PLAY \ 12 ° I 3' (W) DOOR 3' (W) DOOR 1 / AREA i I \ FFE=589.06' \ 6'\PI C\ \ I DEC.( FFE=586.50' \ I I I \ \ >'x 1'METAL -INV. 575,3(% I I ff I 1 \ \ \ C NOPYCOLUMN mot' \ _ CONC. STEPS CONC Q / R9CK d. & RAME (TYP) I �, 3 TREADS, 1 \ \ \ 1 ARMOR I ° ss 4 RISERS QI \ 3' (W) DOOR i - / I I 11 \ \ \ \ \ \ I J I \ LL I FFE-588 99'LL / EP \2"\C ERR \\ \ I I I\ I I FF(E-)586.54' \ / ' 7�„tti} 6' CONO SW. I I \ \ \ \ \ \ \ ( I (CONC. REMOVED AT TIME OF h15 I i I I I II I \I8\I RAD RE' \I \ \ Ih\ SURVEY) / FA I7AL RAMP I/ GOAL / / GOAL \ / I I LL I i ly \ 11 11 I' 1 II II L \\ I \ I ITI I}. I �\ I I I / \ �\ /I PLAY EQUIPMENT /' "/ c / p p l I I 123DEC/ ' \ \ II II I 11 111 11 11 II III \ \ I I I I ° I I \ / ' W /' ATHLETIC COURTS p I I I I I \ 1 1 I I I I I I I \ I y - I I I- / (ASPHALT) I l i I 11 1 1 1 11 1 I h I o MHS yB6 I I \ I I I I I Ix MOBILE / POSTJ 3 INOVPlN8581. 14'(N)4"PVC o 11 1 I I I I I b I CLASSROOM ) ' l s 8"DEC. I I I I I I I I 1 _ I / INV IN=57797'(NE) UNKNOWN / I I I \ 7'WOODEN I � I / INV. 1N=581.28'(E)4"PVC \ FENCE I I I / / O / �[�'(Q}��,' 1 � I INV. 1N=579.55' SE 4"PVC / L) LL I II I I I I I I ".tr' 3' (W) DOOR 3' (W) DOOR I I / II I 1 \ / INV. 1N=583.37' (S) 4"PVC / 1 I / Q II III i I I I 6" MAFLE i FFE=586.53' FFE=586.53' \ U, SHED / I I 1 / 1❑ POST INV. OUT=5778T (W) 8" PVC/ I 1 /SAN METAL STEPS I _ ELECTRIC VAULT / SD RATEIN I I 1 I 1 I 1 EP \ \ \ �R.t' 6"DEC. (2) - - - - - _ / I 7 P=57 12' / \ I I I I s�MaPL� 1 1 /g I I - - (q� I I I 1 I I I I I \ \ GUR I \ \ ' ' \ - - / / \ _ GOAL o I INV. 1N=569. NE C' \ I 1 1 / Q .- CHAINLINK7H7y4y- GOAL INV. OUT=570.57 SW) 15" P I a I 1 I I - - - - - _ - _ _ 6 Cy7/�iC. SWK ® 1 / \ I I /r 57> 1 11 i II II 1 I I I I/ \ _ >;! - - / 6'CONC. SW. / I o \ 1\ l I I I I I I I I I I 8SYC. �\ sa - - - \ AILK VAULT SWINGS " MHS \ \ \ // ®`/ / I / II I '1 I I \ I I \ p W - U J i \ I ` /' SO GRATE TOPNLET I Il TOP = 573.23' I I �/ ` I 1 1 I / .\ti. 20' SANITARY I I J p/ INV. IN=566.55'(SE)8"PVC N 0°117 E L // / / I 1 1 1 1 / \ ASEM�� Q -UGP / ., p I I / I\ "" / \ � 1 AN J � \ INV. OUT=578.80' 12" RCP / l INV. OUT=566.10'8"PVC I��C/_ _ -6A / / / 1 1 1I 1 1 \ / \ FOR ACSA -UGP� 1 i I 6"qEC. SBS - 55. O IRA FgRME L� / 8"DEC. h / I I 1 \ / \ OB. 1096, PG. 733 W/ ONC. PAD leSPACES RAMP ( ASP CESJ I (5 SPACES) \ L -X- - - _ l MHS y9y / !' \'/ - / �\ \ - - - - - - ASPHALT TOP = 564.24' i /}` I - INV. IN=55701'(E)8"PVC_ �'/I /�_ 5�5 -"G/� / \\-'�' ! \'\ G /��'��/ \/ \ \ \\ \\ \\\ \\ J\ �♦ 1 I II / \ • ASPHALT (14 SPACES) OUT = 55707'(S) 8" PVC -SAN SAN / Sfµ8" LL p(8 SPACES) - f (11 SPACES) 584 6/"DEC. EC. (2)UFO P II IiIII I II / I l / / / h0 /II "7- \ &PO \ '- - - - - \ - 58 / W(11 SPA PRESUMED LOCATION OF / / I 11 12" EC, I l / \ \ \ \` - CONC. SHED Q / I I \ I CONC, CURB C T / UNSPECIFIED SANITARY / � l / l / \ \ I o \ \ �� L E�T �l EP P _ ROGK MO 1 - - O / � If EASEMENT FOR CHARLES L. HILL I I / l / I �,11 UFO ®® - - - - - - AND DONNAM HILL I �� / l / - / _ (ttrJ- \ - - _ - - - - ,-5- _ DB. 1103, PG. 694 1 ' l I .L \ 1 UF"�Oe=584 25_ - - - 9 585 \ I C&G _ EP ( ) _ - -"DEC. CONTAINERS (2) _ _ - - - - - - x - ��yy _ _ - INV. IN=57510' NE UNIT \ _ - - _ - - - --- ___ - `�'{==&G B'I PIN O K 3 UF'O� - - - _ _ _ INV IN=575.20' (WJ 8" PVC P /-LINK 4"DEC. (3) /� ' - 581 - - - - _ 6" a 1." C&G I A / / - hdK-0J1T_574.7�' PVC - \ I / / / FENCECHAINHT=S' I I-1- // Q I I / / /- _ G --- - - `\\ I \ \\\\ // \\ I\1\_------�581 --' =�X� _ X� /II MHD TOP=569.35'�� A / ✓I�Lv1APLE--_____- �_- X G INV. IN=564.20' (E) 15" RCP _G _ INV. OUT=564.20' (W) 15" RCP - - - - - - ` I / - \ - -\ - -}G _ ' L _ _ ' - _EX 910kTENWN58Q64_ - _ -t �580� i'S15/ /_ - �----_---ROCK_ \`r AR SD CURB INLET INV. 1N=568. 11' (EJ 15" RCP _ _ - - - - - - \ I ( / - \ 1 I ' / - / 570 INV. OUT=S6Z81' W 15-RCP - I ' \ I / ' / / PRESUMED/APPROXIMATE _ ( ) h / � l - / 1 I / � / / LOCATION EX 20' EASEMENT v / / / _ _ FOR CENTRAL TELEPHONE i ' G \ \ / /� - - / / / / I / COMPANY OF VIRGIN/A- m DB. 5q8, PG. 395660 \ / �C- / wDi D m 570 Mo E o N N � Q -0 E al � .3 O N 0 3 m � s UM m • • O N • Z N • Y M • 7 X O D Q v LL r � v C N 4 N O > n C Ol O N � vv M d � � J o w wU) z ~O� U zz U) H U) 0�Zf- H ZW::)Z 0� 0Lu 0- Z U 2 U W U)QWO > o- 0- U 0 U) U) Z Z O O � � m O O N N W Q Ln I� z � 1 _O U) d C)V N J 0 U) Y U) U) U N Lu Uj C LU W Z 0 Z y U d o�0 U mi H rt RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 I,) CRAIGW J. K( T.SR.S KI > Lie. No. 0402048507 ° ...i 7/ 2V 2022 n i Ur Z Z O H 0 a U LU LLJ W O H Z WC) H IY IL Q J 0 w Z 2 Z0 > rn � U z� O� U z W W Z w J O co LU LU Q LL � OWCC:) _ W N 0) Z 004 >� a 0 z w > CU O Q W L u LLj -i J D m W Z 0 OD°g z Cl) oaa_ LL X U) U W U W Z O Q a C SHEET C` • E C W W NO 2 I 4 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 H G F E IJ M An \ �, \ � 10"CHERRY Kd - / \ n 2r ' \ci p \ z \ n I 2 n \ I I co co I / 10" CHERRY l I I / � C I I I h I / I I I I' I c I II I 1 I l0" CHE RY I t I I t I I 4I / I III C I n I I I I I )l II I I I m I t RAMP W/ n I I I D II2 I / I \ ` I I I R I I^ I / *0 I I t\ II \ I I\�,, I - ; \ y I VO"HOLLY \ i \ I tL/ XFE589 05,I ---- a,1_,�I_ FFE=58s.o4' \ - I , 7 \ 1 1 I/ / // / // 1y / / / / /' , / \ I/ / / I / / / a ® GRASS \ \ \ \\�\ \ \ I\ I \ \ /\ / / / / / y / / / / / / ' / / / / / / / / / �\ ` I/ Il /I / J / / \ �� - _ 'coNc. \ MOBILE \\ \ \ 1 1 \ l J' 7 / / / , / / / /' l�90`?�•�,j,I�\�\ l l /l l l r' cREPE 3' (W) DOOR \ \ CLASSROOM \\ \\\ \ i I i / ' / / / / / / / / ' / ' / / S>qlI FEE-589.02' I \ \, I \ 7 / / / / / / ,/ / / Os / \ II \ LEGEND: 3' (W) DOOR 3' W DOOR \ \ \ \\\ \ 1 \ 1 ) l J / / / / / / ' / / / / / / / / �, \ X \ l 3'(W) DOOR ( ) \ \\ \ \ \ / / / / / / / / FFE=58905' 3(W)DOOR FFE-589.06' FFF=590.46' \ \ l / l / ' / / / -1 MANAGED STEEP SLOPES FFE=589 06' OOD \ \\ / / / / / / / / \ ® FFE-589.03' I \ \ \ 1 / / / / / / / / 3(W)DOOR \ \\ 1 / / / / , ' \ \ FFE=589.04' RAMP \ \\ \\ \ 1 1 1 I / / Ml%D (2 / / / / / / / / / / / /' / / / / ` � X 6"DOGWD I \ \\\ \ 1 1 I TbP=5tf2.72' / / / / 1c / / / / / ' / / / / ' SO 1.5X 1.5'GRATE METAL \ \ / 12"BIRCHTOP = 588. 15' LAND. METAL \ \ 1 1 1 I I l 1 IMV. 1n1=576(23' ($W) 15" RCP / / , / y / / / / / / / / / / / / / / ' / / \ \ / INV. OUT = 58756' N 4"PVC �/j�. \\ 1 I INV. GY1=578. >0' W) 15"JQCP / / / / \ i ��t� ) spa/ \\ a \ // ( / / / / / / / / / / / / / / ��\ / W Gas' \ \ \ \ \ I 1 1 %NV.,OUTE576332'24"RCP ,' , / / / / / / / / ' / / / / / / / / / / / / / / / / / ' / /�\r �o ��L�' \ \ \I \ i\\ \ \t I \t BOT 57/,5. 93'r / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Tk_- OZ_ CONC. \ \ \\\ \ \ \ \ \\ / ( I / / /' /' / / / // / / / / / / // / ' /' / ', -`-.. -� /G \ \ \ 1 / / / / / / / / / / \\-\ 8"DEQ F(W)DOOR' \ \\\\\\ \1 111\\'1\ \I \1 \\ \\ \\ \ 4 \ \ I II 11 I I It /'/ ,'// y6y/ /// // / / /'// / / / /// / / / / / /// / / //// /O / //, /�Xi`� i \ 1 1 I I 1 11 1 I I / / / / / / / / / / / / / / `7h , 7� / \ \ 1 \\ 2d"' RCP 1 I \ \ I / / / / / / / / / / / / / / / / \_ 1 1 ,A I I \\ \ \ / 1 / / / / SCALE 1 "=20' 3'(W)DOOR GRASS 1 1 1 m 1 \\ INV �574.55'1 \ \ I 1 / / / / / / / / / t7 / / / / / - \ \ \ -FFE=589.01' O \ \ M \ 1 \\ \\\ I 11 I ' I I I II 1 1 \ I I I , / // / / / / / / %3h , / / / ( // / // /� I ' 's4$ � 3' W DOOR \ M 1 f \\\ I I 1 CONC FFE=589.03' ` / 1 1 \ \ \ \\\ I 1 1 / I l I 1 \ ' / / / / / / ) / 1 1 / - I / / / / / \ 0 20' 40' _ J /fOCCH M FL I / O / - , TMP 9 1-13 ' - \ \ 1 " 1 \ \ \\ \ \ i i 1 / 1 \ \\ I cHA NFL I I / / / / 4 / / / / / / / / / / � ' ,\ - _ ` - \ � L6'(W, OBL. COUNTY SCHOOL BOARD OF \ \ - RCP \ \\ 24"RCP I I /I \ ' \ \ _ - - I 1 I I / / / / / / / / / / ' •. _ - - \ \ . \ _ �\ - - - \ � \ \ \. " \.__! 3' (W) DOOR 3' (W) DOOR $ - - - �1\-- - 't' \ / t _ \ \ \ DOOR AL BEMARLE COUNTY VIRGINIA 3' W DOOR - _ _ - - _@ - 1 I - + l l \ _ \ - i / - _ - \ \ \ - \ \ -FFE=589.05' FFE=589.06' ( ) / / / / - - \ FFE=589.08' FFE=589.01' 3' (W) DOOR 1 / / \ 1 I I \ \ - " I - `' / _ _ _ - - - - - \ - \ - - \ -I - \ \ \ \ S DB. 1033, PG. 313 FFE=58699' 1 I k \ k/ i \ \ \ \ - - `rs - - - _ � - - - \ - ,--I- \- \ \\ 58761' ZONED: R 1 \ \ \ / n \ \ \ \ \ - - \ \ - - - - ` - - _ - \ \ \ \ \ \ \ IN=580.79'(SE) LINK MATERIAL 6' W DBL. DOOR DO I \ (. )% \ \ \ \ \ \ , _ \ \ \ \ - .-.� :\: '`'�' . �, \ . .-. ..\.\, - - .�. '.- - - - - . `. ;- _ .` ` :-'� - - - - 1 I ..mil : \ \ \ \ \ - - \ \ \ OUT=580.43' SW UNK MATERIAL ( ) t / f \ \ \ \ - - \: -::- :- \ ' . \.. ` .. . : \: . . . . �. - . � . - - _ _ _ _: _ - -: �; : \ ' - .\ : \ \ \ \ ( ) FFE-589.02' FE 589. I ,'r / \ \ \ \ \ ` \ - ` - - - _ - - - - - - - � . - " - - - - ` .\ , \ \ \ \ \ \ \ \ \ _ '\'' - - - \ \ - - - 1 MHD \ .\ ' - - \ \ -' _ \ - - - \ TOP-588.83' \ - - - :+ � \ MULTI -LEVEL \ \ : . : - - INVlN=57703'12"STEEL \ \ \ \ k \ \ \ �ti:.�- '.-.. �:\.-- - '. : _ - - .':• - . . '.' .;�;.�:'.. .i,.'\'..'\': , \ \\ \ \ \ MASONRY, BLOCK& FRAME ( \ \ \ \ \ \ \ .\' - ;.. - - - - . 7. - - ".�. .�. �. '\ \ \\\ \� INV OUT=57726' 15" RCP �� _ l� - \ \ \ I1 3(W)DI SCHOOL FACILITY SO INLET W/GRATE v /\ \ \ \ \ \ \ . ' . �, ;•�..: ". - : - _ : 4 ,_? ,; ,� ,` ,�: - ,n > . ..� . +\, \ - . \: \ \ BOL=576.9T 2 / \ 4\;HAINLINK \ - \ \\ \ \ \. ._ _ _ - - \' . ._.. - \' . \ \ \ MOUNTAIN VIEWE.S. \ \ k - - �'- ---.�: _ - - �.: :` - - " � `:.:�'\'IC I : \: ' :\'�. \ N. \\ \ \ \ \ X. TOP=58782' O / \ \ \ \ \_ - INVlN=583.3T 8"PVC U // \\\\ \ \ \ S \\\ - - _ �,.--.�:•'�`�_,��.:�-.'. \;.\.\.,�\: .:\�..\\ \':\: \ \' \\ 177AV N TREETE \ 8 - \ \ 5 O S XT \ - '��' - \. \ - ? �'. \. . : , .'\ \ INV OUT-582.92' 12"PVC - - - ". \ �`--. ' O \ 3' W DOOR \ ' � ' - -FFE=58902' l \ \ \ \ \ \ \ 'K _ - - - - ` - - - - y - _ - - ` - ..-:" - - .` .\. .. . . .\ \' . FFE=589.04' / , \ \ \ \ \ - \ - - - - _ - _ _ - _ _ - - . �. \ ` . ". ", \ \ \.\ \ .\. \; . \� .\ .<. \.. .\. \ \ �. FFE5890' FFE-58OOR /, \ \ \\ \ \ \ \ \ \-_� '. .'r'. - _-_ -''�. ,-'�.L'.".�' �.'.'\K.'��<.C, N. \; .C.\SIBS .�.\.\.'\. '`\.\. I. \ \ \ \ \ FFE=589.04' \ \\ \ -k - . ,� . .: _ _ - _ _ :: > . � .- .. . `. \ . \, .. 1 \ \' . \. \ . // I I \ 1 1 1 \ \ -- _--_ � � �\.�.-'- ,`. �,-.`>._:n:,:\\.\;. 1.1-, \n...`\.,.\.\ \\\:\.\..\. ,\..\: \.. \ \ \II W D R - \' II II a a a G GRASS \ I I \ �> _ - � �. -. ^ _ - \' . \ . '\ ' . . \. \ .\ .\ ; ' .\ :. \' \ . '\: ' \. ' I FFE=589.03' l II I 1 \ \ \ - - X� _ _ _ -_' - .- - - ' _ ` � , . a . � . \YO '\\ \ \ \ \ \ -� 11 a - - - _ _ _ _ _ _ 12_ _ _ // 1 1 X� '� �.' T{ ''�1�:':� :�' �' �:\ � - \ ..�.: \ '.'\'. \ 1 \ .,.crzFPF ,a, �8„CREPE---------------------------------- -h 1 I 1 1 1 \ -- - : � .� '�,.�. .�.�.. \ .�.'>... .'\. .l. \..'\ 's.: , a.\� ...\ \.\.\'\'t't .� \- \'. ' I D8.1132,PG.751 \ , I.____._. I 8„CREPE II DOOR II .I / i � Innnu 1 - �S,\,.\......off.-...\':'.'.'. .1. t'\.�.. \.,\..'. ': � \'.\ \':\:i: 1 (7/1 I \\ ,\ 8'oEC I FFE=58s.o0' II I1 / I I ITOP=588.85' l l \\ \\ \. A� \.�\..\p�.:\'\,.\.\. S..'..�.\: 4 \.\.\. \:- \ '\ i I I I CONC. \\ / / I / I / I I I I I ' INV 1N=582.10'(SW) 12"STEEL ' \ \ \'\\;\..\:\\\.\.\\: \' \\:\:\: \4\'\;\'t:\tt\t'\\t �� 1\':,1',\I '\I: 1'� \I: 11:Ij ?�11' 1 II 1 +e / I \ X I 0' 1 \ CHAINLINK HT-4' \ . \• 1' . -I 1' 1 ® / Sg ® I11 I " \1 I I I l INV OUT = 581.70' (NE) 15" RCP I \ \ \ ( �) \ \ \ \ \ \ ' \ . t t:\: `' . \� `� `\. `t: \' 1: 1. �l.) ; ; :1; .1 ) 1 .V I1. ) ..1..1, : : 1 :1; 11 1 6 & 3'w)DooR I / , \ \ \ \..\..'. \ �'\., 1 .I. 141 \',I'.•'.\.•1 .•..:\'. I I 0 ( II I I , /\ \ \ '.\..(.\.\:. \•; .\ \:1.1:4.I,,.I:L..I:1: ' L I 3'(W)DOOR FFE=588ss' I I I \ . 1. 1. . 1 1 1. �. \ 1 .\ 1. ! ) I 2 / FFE=ss9 01' 3' (W) DOOR I / I I I / \ \ 1..I... I . I I l 1 1 I I I 1 I. II C G� GRASS ® FFE-589.06' I I I \ I / \ I I' I .:.. .I . I .1 .1 I � 1 I. 1 , � .. \. , . I I I ,/ ® 11 � / I I I I ` ' \ 1 IC.1:.1:1:{:,1.:r 1:-1:':I:I'1.'I:I'4'1..:1:I,:l:.I:i. : 1.,1. .:I.,:f:l.h, I 6 II < / I I 1 \ f / [ I:! 1: ... 1:1'{ I I M:1. : 1 1 I'�'l .I.1.I .I CURWROWS AMP I I I _ 588 ■ 1 ® TOP=588.28SD INLET /GRATE 1 1 p J I I I I \ \ I / / \ \ I I . 1 . 1 :I..I. I; .I.. I . { 1. _I., ,I 1 .1 .. I . 1 [ .1.:'I I f :I, '1. ; I . t . I .' ...I::I.: I. . 1 1 - I 8" hOGWD I - x l I I I I I / / \ 1 I 1 1 .I' :1. I .. I. I. I: I. .I 'i . l: l. I: : 1: 1 :1 :1: f 1 s°DEC. @ INV OUT=583.82'8"PVC I I ' - I I \ / / \ I I . J:' , I ' 1':I 'L'I:'I::I I ::'I: I: I' I 1::1: 1' ' 1 I I rx PMETAL CO C. I h I I I � 1 / \ .I .., I:I'.: ` .I.'. .1., .1,1 I 1 II i l l h l l l `o I / \ t I:...I.I:..I.1..I: r.l;a'J'I'I:l :1,*1:.'I. I:1,I,I1 I::I:�I.:1 1:1:1:1:'. CANOPYCOLUMN I I .1 :r.L.f i. 9: 1A:1,:1.:I:;I:;.1'.1I..1.'i,I.I.I'.h.l.t.�l':b:p:1.1.1'1�'1.'1: i &FRAME (TYP) \ / I I I '1. , . \\��rtrtc�t�"' 0 ® 11 ,DO( I I I I I I \ I / \ \ :I,:r:1.I: :.11.a;:fl:q, :1::I::r.::.I:.I:f:11:I i:1:1.:l:I:,.:l':I.1:I;f.:I.*I.1. �'*- \ I I , I I I 1 I 1 1 \ I ..1' : 1:' I..I. . i. 1. 1: 1 :1:: I ° ®_ 3'(W)DOOR II / I I I I 1 1 1 1 1 1 \f;.1:.1:I:.I: 1::.I.LI:•I:1;I:1:'1:1'I':Ijl'1:'1'i:ha,;'.:1.1;1:1. Z u SAN-- II // X I i 1 \ 1 I I I:I'.I.d.a,...l.a,1. I. I I I I I'I II' I It- tioIDD,�E -/SAN- ---- FFE=58soO' I I I 1[ I i \ c,AN'P' CONC. SWK 6'(W) I I ` 1 I I I 1 1 ` - I ,: ' .:I. I' :I.:1.: ' : I- I. I I .I, :::I: 'I: j : I : r 'i:1: i l ):1 ' 1:1 4 I / I 1 I ' 1 .I I f I' .6 - ._/ - �-_-- DBL. DOOR I I \ I I 1/ , -- I I I: 'I 'I J• I. I: I I I I'. II I I' I f I I :I: J I I I: f I I I I I::I \ ® AIMD FFE-589.01' 3' (W) DOOR 3' (W) DOOR I I / I I I I ' / \ \ I I I ' 1 1 I .I. I I 1' \ I = - - ° ' ° 3' (W) DOOR 3' (W) DOOR FFE=588.98 FFE=589.01' I I I'' I . 1 . J : I 1 ... ! . I . h 1. 1, :1' ) I . , I. I.. I . I, ' . { . I, . I . I . I ° I ° / 0 ° 0 0 ® 0 FFE=589.03' FFE=589.02' X (W) DOOR l I I / 1 I I . f I 1 . I .I, .1. I ...I, .I . I . ' . I.: . / CONC. s7w)DBL.DOOR II I 1 1'.'(l:.F.l.. I 'I' '1'!'1.1. II. 1 'I I GRASS FFE=588s4' I I I I 1 I I F .I, .L .l. a..L .I , .1:.1. I' iI' I ! I I I I' f' I : ! ' I' I' I I I' .1..I, j .I; :I; :I. i I : f / I 4° I Ec. ) FFE=589.00' i l j I I 1 I II : : I . 1 : : : .. f--' I I I I I I I. I' �:1':1 ;1:I. :J'l'I f, l;:l:0:I:.:;1*1 I.l.,;l''I:I.I:.I / x I I I I. I I IIII III I I 6' (W) Y (W) DOOR I I I I/ . I I ,: i:.1 ' 1 I. I 1. 0: 1 I I F I I.1 1 I: I' :I 1 I 1 I :I I l I: I o I ° DBL. DOOR �, I \ FFE-589.00' 1 I MHO I 1 / 1 / I ' 'I I I I : { : / ' � . F . • L 1:.1 1 . 1 '' : I I: : 1::I I . I . .. I 1 1 . I I 1 i t c I ' I / / J ':I:1:i:1 1::i. j: J:i'I 1.�: ,I I I'I:': I:,;:. ., . t11I I A FFE=NOT MEAS (� \ I I I I I I .1 p� / \ I TOP=588.53' 1 I•' 1:J'1'III::':1. MHS (GREASE TRAP) W/ \ /-' / I I I I I I INV. IN=(SWJ NO�MEAS. / // 1 / '. L.I: .I; .I; .I. :L r..l: 1: :1.•6 ..l.l. j. i.l'. I.-: f:f a; j• �a.:�'I: I:IA I: I' :I I INV IN=582.54' (NW) 12" STEEL I I I ) J . : I: , , 1 I I I I J' I I ° I I INNER DROP CONNECTIONS / C / 1 I I / I 1 r ' ..I. I . ,l . 1, . I : I.. I . I.. I. I• i . I{ . / :I . I I .:/: I . I . 1 . 1 .1..: I. 1 I . I :.: f I. 'I : I :. I II A OP=587. 4.5' (E) 4„PVC / FFE=58s.O1R' ® / I I I I I i INV OUT=582.32I 15"RCP / /' I 1 a . L : f, :I.:I.:I � �:I: �I; 1: '' 1.:1..1: i '. I I F : h :I. ; :. f '.I::1: I : I ; f :1 : f ' ' :I:.I::1 ' 1 . I: ' :' C C.I I h INV. OUT=583.0'(W)4"PVC \ l 1 / I (IONF.ST�PSI 1 I / /' I1'I 1'I:�a':fa';;I:isl;(II..1.]:,:I:./J:f'i::P:I:j. i:I;::ll.l:If,.1.,11: �„ 2 I� BOT=580.67 4O PAD I I / 1 I .::�.i.,. l I 1 I.I.I I I I -l: 1 1 f,y. I I I.' I I J I It' I I] I I': 1 I LIQUID LEVEL=583.08' \ 1 I I \ \ / ' I` /•f \ 0 ® I I I Io1/1 ! , �/ \\ / 1 I ::I:J:I:1:I'''!Jr'l'I'L11:4I::I..1 j �:I:LJ.F'I:1 /.�:1:i-(J:I'I:I.III'I I° I I I \ l I I I / \ ' I 1 /j / I / / WELASTAIRS //'// \\ / 1 I 1 ...•*/.,:.I 1•I'1.' I ( 1'LLJ: ! I I.hI.1':1.. /..:.I:I:'1. ;.;1.l:J:I \: DEC. \ 5'CONC.SWK / -�/ I I 1 1 I:l:,:l.1...1:I'J j /.I:1:F;L.!.':.1.I.j:..f,.F: .1 .l.�'f'I �/:1:I. fI :\1 I \ Y /\ / ; I I I I . ,.,/.;I:I:I;I:!:f /::: /:i I .I ! I /- 1'I:0-,1:.I.I.I . ./.i'. 1. ' \ I I 11 i4 I DOOR�' 3'(W)DOOR � / - II ! l / �580- � l I I I I:'/:I:I:1:1.:':1.tl;I:j:l:I;f,(:6:�.Jr4.v , 1':,. ./.I.;:�:i 1::I:]::If::i.:� :. \� I 1 '�rtr'' FFE)58900' I 3'(W)DOOR FFE=589.00' 2 ' I \ 1 I / - _ // / I I X I .I:1':1..1. I. 1.I.I:./: ::/, J.I. 1. I 1. . I. I 1. .1 . I. 1; l.:. ... CAN Y " I FFE=589.02' ( I ,i I I. f: J I J .,' I' I: I I. rn I I UT/L/TYMETERSW/ \ / /X I I I/ 1 \/ I I 1IIIIF�.'1I.I.I:I �l�f�l�l�/.IIJIit'h'I:I':I.I:.,I,.,1..1. `w I 3'(W) DOOR v I U I I \ I I I \ FFE=58s.01' \•- h I I I I / I I' I I ; 6 .I ! I l l I .! ' I I I I f I f l I' ,' I,. I 1 1 1 CHAIN -LINK FENCE (HT=S') I I I I \ -I - I LOADING DOCK / / \ FFE�58s oR' �ro PLAY EQUIPMENT /' I I I I I I I J I 1 I % :I..I. I..1, J I .! .,1.I. 1 1 . { I I ' I'' 1' F , I 11: I / \ \\ FFE=58s.o3DOOR h // I ( I I I I. I J.I.I.F:C.' I1:1:I.�f: Il'll�''Ij'l•'I:/:I:I':I:j':1. \ WICANOPY I I `n I I I;:. 1. 1.. ,I.:,- .. 1 I I I 10" GONG. STEP \SB \ / I I I I I \ 1 II-1:i:t,I.:I,.I.1.1.I:.1.:1..1.1.I.h.1..1.1..Lf.1..1:'L'. 1:./:I..1' /: .1 .t,. I\ 3 TREADS, 4 RISER \ I I I I I \ I x l I ' I I 1 I. .L r. J I I .:. I: /: J.• :.. t\ PLAY I :. I. .I . 1.1 . l f 1 . I I I ° 72, X (W) DOOR 3' (W) DOOR AREA I I I I I I 1. l . f . I I..1 1 1 1 :.1 1 :1: 1: p ! : - ' J I. . FFE=589.06' FFE) DOOR \ - \ O / \ I I � h / I/ I .I; . � I . I ; . ' 1. . . , .l' '.l. J. ' l r / .. I... � l \ * 'I: I:I: '1..1.I '1,1:1:1;:.l l:j:I 1. / I:- l' ,•I'. l' . I \ METAL DEC.I 1 \ - coroc. STEPS GONG. 1 n // \ I I I 1 1 \ l l .. I .I..I. 1 h .1 j' ' ...1..1. L .I. J 1. : I: f • 1 '' / \ PYCOLUMN .I: { f / f ,,, I' l I l MF TYP I I __ I I b I I I I \ ,\ I/ I I.:'. J I' \ ( ) I 3TREADS, I / - n 'I.;'I'I.:.I-''I 7 I.F;. 1 / I,F,..1,.�. / / I ° rn 4 RISERS / 1: I I I.F.: 4 /: 1 1 FFE=588ss' / / I; 1 1 I' I I/ f l l l 1 1 I I' ! J l �r�y 3'(W) DOOR , - I I 1 1 / h I I . I . .1.:I. . I .. J' . I' • 1 I 1 / , ! I I. I I 1: : I f ' + : I r 'I:. ! . I \� /' EP /' I I I I \ s I 4 I x l :j.l:f'1; J;�;f. F.�I L I::I. .1.,,:1'1:I;J'�,�.1: .1.J.I:f: I /l 1 I I \ I I .I;. l 1:1: I f'L4,1. 11' I ¢ I / \ \ I 1 \ ..L :I-i'..I./:I:i /l 1 I 1 . . . I:r:•':.1'I-' l ) I\ �_ \\ /// / I \ ,I I .I I...t:I'. :: '11.. 'l :. .. .p.:•'.1.:1.:''. I I \ I. I \ ® / \1� \ 1 '.I.[:/.1.':1 I. 1.1.1:.1:•:1::\t.L': I' I-' I I I \ 3' (W) DOOR \ 6' CONC. SW , / I i l 1 I I I • ' . �l . l l:.I :1 :�. 1 . i �_ FFE=586.54' - / 81 I I oil I I :,J'...'. / .I .I.'.1.:L'.,j'.l F I J / I I I \ \ 5 I- / -p� \ I .!./.6,1. I L.I::I:1'LI'. Ij ll I / / 1 ..I I I' 7 1.I / \ I , -' I I I u \ \ I L:I.:/�'I.I 1.- I..11.11 rj1::1:1:1;:..,,:;:. I.i: .'.'.,::.I t I ° I 1 .I I. f: 1 7 / 1 1 (GONG. REMOVED ATTIME OF / / I I \ \ I I 1 , , � ' : :... f I \ � ° m SURVEY) Fq I / � / \ \ MOB/LE \ \ I: : I I . I. J. I. 1: : f I .:I. 1: i : f • : -i ; J:: ' :::: , I / 1 I 1 % / I ffTAL RAMP / GOAL / I I CLASSROOM \ \ k I . 'I..1..1. 7 I ' .: / :I� I' / . / ' f , F .1..1, 'I. I . 1 .. ' � � / . � � , 1 I I. � . �1 . � , ' r! I I \ I\ 1 GOAL I I I \ I .1 1.I..I.. 1 1 I / I / l 'I.'. :i.f.l.:l.:1. :I:r::1:;1:1:1' 11 '`:/ /1rI'1 / I I I I \ /': '.rl I ° I I I I PLAY EQUIPMENT �/ c\ I 1 . 1 : 1 .. • :I: '.... �.. ' :/. : : � J :I :1 : I I / / , o I / .I:' 'I:'1:1'IO.1 1'I I I I I I I / /// 1 1 / / I D Qs , \ � I I / I w / ' ATHLETIC COURTS , / I I I / / \ I I i .1 : 1 ' I 1 � .I . 1 .1 1 I 'I I I I /.:/.' / / / / I I J / / I I 2 � _ ' I / (ASPHALT) I m 1 I I / / / 1 .1... .I:.1':I � I:I:f:Iyj:I:1:i:I:,I,' /,. ./�;'I.:11,1:!' / 1 / / I / �// /I Q \y y6 I f / / :1: I: .1I.:.l'.I).''.F.II.I. 1. ! /: ./ I I I / I I MOBILE I / A ' X MHS y a z / 1 1. 1 /'. l . .l'J '.'. / / o I POST TOP=58Z52' W \ I b CLASSROOM o I l 'l I l / gg I I x I .h.�.�L 1 l�'f�/f1:1:..l;LP7�.�l.J:P�./:/ iii:�' / I I n I S NV 1N=581.14' (N) 4„PVC I / / I , r . ./' � : : / INV 1N=57797' NE UNKNOWN / 1. / /' I. , I , / /, .. h / ' / I\ I I _$ I / ( ) /, I j I I :.1'. ll'/:1:..,.. �.'!. /./. /. '1..1.,1.,.1,,. l.I.I: I1'/.I..l. l'1'l:'1.I.,'l.I:I:!'.l:Il.Ikrj:l.l�I.lyl l / / T WOODEN / INV 1N=581.28' (EJ 4"PVC I I I \ 1 , FENCE I `,A I I / , INV. IN=579.55' (SE) 4"PVC / / l I \ I ..I . , j . . 1 . I < : 1. l : 1. 1. 1. ;l..l: ' . / . . ' :I. . 1, l I / I 1 \1 \I INV IN=583.37'(S)4"PVC / I I I 1 I \ I . 1,...1./.:I: /41.::.I.,:I:/i:/:I;1:':l. I'I l' I:1, :I. .h,; I. I.1, 1,. l I f / I _ 3' (W) DOOR 3' (W) DOOR 1 / / I POST INV OUT=5778T (W) 8" PVC/ I ' .l ' . . . 1 . F . • '1. 1 . / . , l .l' .1: I. I . l' .1 .l . l . : I . 1 . 1 , . ! .1..1, . l.. ' l I \ I \ V \ FFE=586.53' FFE=586.53' '1 I SHED / - - - \ - - /' � I I Il I \ \ I ( 1. ( .I..I . I:1 .I. 1 . I :I .l, r . l .1. . 1 I 1 1 .l .1; 1. I I / \ oW\ \ � / / /' I I / I is :/./:/.F:.:l':T*,..:0. TI:I:l.y.'I: 1.1. '14 1 , I''I'', I I O / \ I t \ I /SAN METAL STEPS - - / - - I I / I I I 1. : . ' '1 / . l..l ! ' I J 1 1.1 . j . l . I I: I.1.1. V ;I I a �F _ _ _ _ /. I 6 I f I 'I 1 . I i \ _ ELECTRIC VAUL AND/NG - - - - / / / / I: i : 1 f. r'' '1' 1 f '1 I. 1 1 I I' ; l ; ; ; : i s 1 I. I. F :i / I \ s"DEa(2) a / I -�-� ----\- - / , // I I 1. I,.1:1.:I1.' I:I;IJ.l.l.l.'. I.I:I;I;LLf.�'::�:1� ,.,/'l:. I I , l I \ / SAN / I r / 1.L'.'I. 'I 1 'f'1'I' '. /I:J' .y:f'f I.':I'l.i.l /;111;.1;. , l J I _ / GOAL / I (. r / l / I \ \ \ \ �p 6 C9/PC. SWK - I /� � ® -®- o - _ - _ CHAINLnaK7Hr-4y- , / / . GOAL o I I I / I / / \ t x I 'I . � i : 1 :1. 1. I :'. : I ' I: �I: I , F :I:. , . F .! :l: I:I:I: L .1. - . - , :j: 11. 1 : I.. I l I I J• `' ' ' \, \ - (a / 6'CONC.SW ''I .j :.1'i I. '1.7,1'l':'1: .41':1:1:r:.'.:. ':/::,: I / / ''\ \ \ S WINGS / I \ METAL DECK I / \ I I L. I ' 1 'I l / s / I. l: l l' I 1 I I I l: I.d' 1- l J ds - - I4(4TERV ULT / &RAMP - / r I. �..'..1'I. 11. ,1:1. '/. : :. ,•I -® \ \4 / 1 I / \\ \ � / l• .'I.':i:I:1.1'. 1,1:6'1. I I l': 1 111.l '•I., :F:1 /.F:I': ./.' I I J 1 I I I \ W -U j SO GRATE INLET I I I \ /:. ,. JI 1: I.I :I'l.J :I.1. :l:l'l J:./:l j'1;.l . I. I:J;I 1 I I ( I \ / TOP=584.35' L \ t 1' . I A I �I - I \ 1 U _UGP /ANS„ / I a I 11 / 1\ INV O�=�850-12"RCP I I i IY^--- \\_ �) \ I/' // I ::'l,' j'/a:l/:i%:I:(J/IY1'l:!".17. ;1 '.T '/: 'JI: •J; if, IJ, .I1 I:l. l: , I / / I I / -I - - UGP \ . s' DEC.I / I I \ I EP / l l 1 r . I . 1 / TRA F ME Q�11 I / l: j: !.r./. .l,/.. J:1 .J•rI.l: J. 'Il ''•l •/: .r.;.;. I:. I I / I / XI (9SPACES) w/oc.PAD / \-/ I I _o\ P �I' l I / GONE. / /(..I.I,J,I.F/:,/:1.I,1.,1.I...1.1:/..!./.l.I;j,,I,.,J,II.I. J I / / if I - - - (3 ASP CES) I (5 SPACES) I _ vYy_ _ / / I I. .I I.I, 4. ) . :I:b 'l'1: :I :1.1:1'• l: 'I :,:,I .;I ;r;l: I I I I I I I I �I I \ /SPA 1 MP I -- X_--X�_-X__-�C -it J/ 1 ' I \ I I .1.. .:J./.r. .J.l.l./1.`:1.1.1..1/ : 'fyy J.LJ,1' 1. I I '< / o/ I Iv / I EP ` _ - --CSYR�- r / { . r. i I % . l 1: / : l 1..1 .. I. r : I 1 / I I I I /S `\ _11 Ij' I /Jl:l'. /:/. /. I. \tP I I `\ / .I'��.�,. ./..'/.,.. l'.;.r'':l�I�r,,. ../.'./:�:/ I I I I I , / I I / �, ASPHALT / /� I I --- / / P lI / / / / \1 1 / 11.' I:I/.:1:/:l:'.///l./I:I.':,.:1' 1. l '.I:l,:/.: I:l',h:J:J: I. I I I 1 I I I 1 I I ASPHALT ' / I/ (4 SPA \ / 11 . - 1 I I f 7 I f I h 1 /. V 1, 1' / 1 I - / , / P LE SHED/BLDG. I . I:..:•' I':'; 1.::1'�': 'Il: l'. .11/. .: 1 / l l I I \ , / ,I / / / / \ 9� . I,. 11. I l I. /. /.1: . 7 I I' l l 1 (14 SPACES) l / / II / / / \ / 1 L'. . .1. 1: I;. l'. 1: ,h.1.I ,1'.':...,,,1,{. .I.I I I : /,:/ f (8 SPACES - - I / i - - :I I' . ! �1:: 1. J ./ i /: .I. F'l: l: I ; .. 1. :.1. J. ,/. , �/, , J I I \ I I ) / 11 / / ASPHALT / / l . . F ' 1 1 ', / I I 0 I 1-_584--'_' 4 o 3POSTS // \ I I1' f:'1I:I:II i:l 1:1:1::1:'II:I:.I::fJ:I I,:I,: , I I I I OF / (> SPACES) � I Y 0 I I : �� ' : � :I. ' . .I ' I I 6" DEC. (2) 0 / y / 1 . / _ . k I.I..�.,.r. I.f:j.J./.I:F'1.rl.r:r.7:l:I,;i;i.j.r11'IJ:I*'I.I. , I l / , I I I / / / I /� ,/11 (17SPACESJ // / /' I I .1:.. 1, LI. I.I.I.:I:11.Il..I,1.,../. /:. 'l:(:'.l.�:l'I / I / l I I I SHED -$8 / - l W I I /' ro /' / R0 0 / / I / I::1.1.1�!'I:J:f'I:l:•'I:h:1:1: ,,.a; LCI: 'I:1; 1:I / , I I I NC. / / \ h / li I I / ./ ....: .1. I. 1 l� l. .1 I I ! / I I I I I O I :1' ':F/ /:/ F' '. ' /'. ER- GONG, (CURB C T) / / I / f . 1 I. I . 1 .l J l 1. 1. l / / 1 I I I: I /� /� /. 7. � /� / I I I EP I P _ 5OCx MO - o / It ' I 1 I I', '.1:'I.� I: .!,/.h:;'.1.1.1: . 1. l I J I / / I I O ® - / s^ VC _ / CONTAINER BOX . 6. . i f I .. / :/ : � ' . , P :h : :/ 1: � l:: � '/ l I I 1 I O � - - � � 1 -- - _ / II \ I / I J.11: /.l / l:7 1 J.%r.l: 'J: l / / 1 I _ - - - - \ - I I / lN=57623 a / 1 . :. J . J. 4. 1 'l r l' . I . l : / I l I I / I I I _ - -- -- -tiF 5B4.2S--- 9y0� $8$ \ C&G --- _____ / EP / I(URBCUJ a\ 1 / I 1:./�'II:J:I'l.'I'1'l: 1'l.1f, '!'l:'I:.,:/.'I'J.l'..l'a.1.'l: J I / I I/ - / / / INV 1N=575. f0' (NE) UNR' - - _ _ -'�.' - _C"DEC. � \ ONTAINERS 2 I / " - - - - - - - - - „ _ / _ < ® / , I :. /. .1 .1 :l..l./. l.. l' 1 l: l :, :. , i / , I - _ - - INV IN=575.20' (W) 8" PVC - _ / / / i l'. I : F :I I ' 1. l I / _ �� _ - _ - - - \ \\ ! 4"DEC. (3) _ _ � - - _ _ � _ -6 = = = = _ _ _ - - (p, = C - _ . \ 'IROCK /' I 1 / ... � �� . / ./; %. I .I I.J.. a. l .l..l � l ' f 1.. I . ! . l ' .I I .::I .:T : l I 1 I I / /�9 / _ - - NdV}.OJ[T_574.7�' �' PVC - \ CHAIN -LINK - - _ - _ _ - - - rr _ _ _ _ _ - I . _ \ / / / I �7 ------ i ARMOR / I.r.'/l.'.'. l'l. 1.1 :j'l � - � FENCE, HT=S' / a I I � _ - - _ / I / I / /. 1. J /� ' . . 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J l ./ _ _ \ \ t \ _ �. =-J _ _ I I - X� / _ CHAIN -LINK // : / 'l: l : I .4 : . \ I \ I I ` \\ - - - - - - _ _ _ - - - _ _ _ - - - �� , 580 - - - - - - - i I - _ _ _ _ _ - _ - - - - - �. _ INV. IN37688'(#E)-12 (MCP_ _ _- _ - 7/ FE CE HT=4' / �://)l 'I:I ll \ INV \ I T / \ \ 1 _ I 5 / _ - - - - - - - - - - - - - - - �NV�.70UT--a7384SW�S"'RL77-: - - -/ �:, ': ' :/�7:/;/' o_ I % ROCK r \ 5 - - - \ \ - - - - - - -' - - - - - i' / _ - _ _ , �X - _ - - - 0 1 - - - - i IJ _ ._ . 5 i l / I PRESUMED/APPROXIMATE - - _ - - - _ - - - . y. ,� N - O I - - h / L ATI N EX 2 ' EA EMEN7 / _ - , . /' / _ OC 0 S 6 / I - - � "r2C'F'' f FES_T �' - / / ' fi5 b1� - h \ r F _ - k\1 j / / / / �'- _ _ / , / f / FOR CENTRAL TELEPHONE / _ - _ - - _ �'. 570. '- - -� - ._ - - - . . ..../ ' /. ,/ . 7 o c7 /. r:;. / / ! MANY FVIR INl - - - ./. /'./' \ , / / cop o 6 A - - ----- -- - -- - --- _ - ri.'./'. \ 1 / / / _-4 / OB. 5$8. PG. 395 / - - - - - - _ _ - _ - _ _ - _ _ -_-_ - - / r ,: / \ - - _ ./. 56, T - - - - _ �G i / - - i >' / - 56.T - - .i' i / r F %. S / / / / - / v I \k � / / y, _ 1 1 1 I / ---- ------ - - - - --- - �_:_: _�,: --------- - -- - �:�.. j' ,' I/ - -/ - --- -_ _ - /. _� _r � / � / / / - - _ / - _ i. 5 - --- - - h7 177l_q�y 7 I I I I I / /,=/ �N49.11,-------' ,/ /' /---7-J//, //I 660� I / // / / / / _'�•-- _, -� _ ..// 1 /. 7 11 I k� �ssa?, acly� ?-r l l ---- --- - _ -- KEY PLAN �z j o E M o ILM N N ,,, ¢ -0 D E E a E O N ° 3 3 m U M U M m ,,ww Y) T6 .• 0 �4 • Z N "M . 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LINKS OF j DB. 1237, PG. 594 \ \ \ \ \ I IMPROR'A" ZONED: LIGHT INDUSTRY \SD INLE� fa//GRATE\ e a � o 1 / o � \ \ TOP=5.84' 00 606- ` T \ c9 CP .\5 RC - 553 - 2" D � \ � _ _ � \ _ - � � � \ � - - \ \ - � - _ � � EX 20' DRAINAGE / 1 ° �\� \\ _- _595\ \ - �' \ „� - EASEMENT DB. 4425, PG. 332 SCALE 1"=20' If a / \ GRAVEL ' - - - _ - _ - _ i o - --- - -- - - - - \ y _-- - - - - -- - \\ - - ----- \ CONC. SWK CURB - - - \ : _ \ \ _ - - - _ _ - _ \ - _ _ - - \ \ - \�� \ KEY PLAN 600 EX 20'WA7: EX. 15"VIRGINIA v o II / I I/ 1 / i p _ REMOVE FLUME I ;O \ I \ MOVE EP MOVE \ ` - - _ - - _ _ _ _ - - - - \ - - _ _ _ _ _� .�� EASEMENT `1 LO \ \ MHD \ - _ \ _ _ _ POWER'EASEMENT I ` S\ \ ` \ SIGN LIGHT \ 2"DEC - - - - \ - - - -- - - - - _ DB. 4425, PC \ / STONE DA S S\ ` TOP = 585.73 \ OB. 109Q PG. 739 / ""�) \ \ SAW CURB 1 1 1 I I \\ \ \ INV 1N=583.08'(NE)'/5' RCP (6 SPACES) POLE INV. 1N=583.13'(E) 15"RC2 INV OUT=583. 0' 15" RCP ` \ \ ASPHALT \ SO INLET-W/GRATE 5 \"MAPLE \ -�� \ �\ 12.5'x 2.5' �� -`\- _-- 59 - - - - - = _, �' S / �'MHS / \ l ` (CO) s"PVCTbP/ i �(y�\ �\ \ - ♦� NV. 58732' - - - - - - - - - - - - - - - _ _ \ - / 5g SOP=588.41'- \ W I TOP=5857r //; \ III 12 \ \ CxS1 °6& I 10"DEC. \ INV. O T=584-93-( ) - - - - - - - - - - - - - -!~Y. 20'-WAUTESLINE - - � ' � '"INACCESSIBLE 584 ' M INv=579.83' // co 8 S / + 1 DEC. \ 7�RXx INV. OUT = 58453' (NW) >5" RCP - - _ - - - - - _ - - - ` p I // 8 \ l \ \ - - \ \ i 13 / - _ - - - - _ _ _ _ EASEMENT--DB.1831, FOR ACSA - 6y - NO PUBLIC USE � - - - - - a n \ REMOVE rll � �� - 8"DEC. \. � SIGN .' \ - - - - ---------- N a co)s"Pvc \ / AI _ _ MOVE --_- --_ ___-- \\ - - /� _ _ _ _ _ _ _ _ _ _ _ _ _ _ 590---------- - - - REMOVESEWA\EPUMPANDTANK_ REMOVE TOP=585.7' ---- LIGHT .-.--�- - ` VACATE PORTION OF EXISTING ll - - �lNl4�S7s.s4• ---- --------------------------- t�---------- -- ----- -- --- ------L-- - - \ - - - - METAL -STAINS- \ 20' WATERLINE EASEMENT. I r \ _ // POLE \ --- \ \ 15 CID ri ` - -'_� - - - 590 - -W N /NG \ l ' TOP=585.05-- - - - - - - - REMOVE PIPES AND /I INV=57922' EX 20' WA QO \ \ REMOVE \ \ m ASPHALT CLEAN OUTS FROM I ll _ - _ _ - - � ` \ \ EASEMENT FOR ACSA � *O � `_ HERE DOWN AND , W- - - -IN' - DAYLIGHT TO NEW DRY I p / \ ` \ \ \ DB. 1096, PG. 733 o se8 mm I I Ep GRAVE[ <. I r , _ - ® GRASS 1/ \ CONTRACTOR TO REMOVEISALVAGERLWOVE II \ POND. PATCH INLET ON = I II \ n \ 6'CONC. SWK - - -_ , - �_� / - - - - - - \ REMd/E ` ` m 3 GRAVEL / ALL METAL STAIRS AND RETURN TO AVON STREET. 0 1 p \ \ \ s - - ACPS (TYP.) \ 0 8� m 8"CHERRY- _ - / \ I ,I/ / \ \ \ \ \ \ to \ \ � DOOR� M L II7 \ \ \ I FFE 589 00 ` / \ \ \ ` FFE 59053 FFE 9 \ 3' (W) DOOR 3' (WJ DOOR FFE=588.98' FFE=589 00' � � EE / / I IRS (CD) 6"PVq 1 \ ` \ ` ` ` \ 0.6 ' LAND/NG\ / 6"DEC. (5) 3'(W)DOOR \�- // /TOP=583.7�' 1 \ \ \ I I FFE=5a8sa' CLASS OOM I 7 CONTRACTOR JWj-- ` FFE=salsa' v 3• (W) DOOR 3' ( F DOOR I ' ' \ INV.=579. 2' \ \ \ /� \ \ GR S FFE=588.98' I 1 p Il j - \ \ / ` " 1 \ REMOVE D SCOE T ELECTRI , AND / I >�/ \ \ \ \ \ FFE=590.59" FFE=590.60' I / nl I I \ \ \ -W-` - _ ° 5"CREPE(2) PLUMBING, AND IT EQUIPMENT. / J METAL DECK I 7 i / I / / \ I 1 \ \ \ \\ W ° i / I I IMHD / I / MOVE ry I I6"DEC! / \ I I I \ LIGHT stern / / METAL�S'TA/R I / I I OP=584 h`8 I \ \ ` \ \ 6' CONC. SWK / / I BVV =5797U' (NW) 8"P✓G7 I \ 1 \ POLE \ 3'(W)DOOR \ / \ \ \ S 6' (W) DBL. DOOR ( SD INLET W/GRATE IL I \ I / / 1 \ FFE=588 99' J / \ \ \ \ T ® 6' (W) DBL. DOOR GRASS l / TOP=580.99' a I - \ FFE=58s. oa' �- INV. O T-579.66' 8" 9VC / I I / \ rn / FFE=588.99' l / / = I /19'cHERRr ° ' \ \ l REMOVESTORMATER INLET,/ INV. IN=578.66'(SE)8"RCP / \ O I I 1 1 \ pI ' /r 1 \\ I I 5- INV. OUT=578.58'(NW) 15-RCP/ �\ ° GRASS REMOVE \ p 1 AND 8" PIPE \ 6" MAP E ) \ I n ® i CONO \ MOBILE 12'DEC. Mw -\ \ I _ \ \ REMOVEAND I o \ CLASSROOM / A \ \ 2 12"CREPE 3•(W)DOOR \ � I n FFE=sss.0z I \ \ �\ \ DISCONNECT ----- 15^RCP I m n \\ \ \ 1 I 1 / / I Ct J I FFE=589.05' 3' W DOOR REMO� \ m �C 3' \ \ ELECTRIC, PLUMBING, / 24"RCP I 1 1 O EX ! Q I / {' ° ,+ \ 3' (W) DOOR ( ) FFE-)589.06' FFE=590.46' \ \ \\ ` ` \ / - - - - I Ll.a4 3' (W) DOOR \ V AA 1 ' Ml4D INV.=57563' REMOVE RISER h� m l FEE=58s.06' ® FFE=589.03' 1 ooD \ �\\ \ \ \AND IT EQUIPMENT. BIORETENTION I (`q 1 / RAMP \ / SD CURB INLET W/MHD AND PIPE UP TO I 11 \ \ / I 1 I \ I 1 ° SO 1.5'X 1.5'GRATE METAL I \ ` \ 1 1 INV. I1V=57623'($W) 15"RCP I I 10"CHERRY l \ \\\ \ 1 1 \ 1 / l TtJP=5�2.72 FFE=569.04' \\` CURB INLET I 6"DOGWD )2E OVA\ 1 TOP=581.63' / I / In TOP = 588.15' ET 1 \ I I INV 1N=57734'15"RCP / \ I 1 ^ I I� c I 1 72^BIRCH LAND. N 6 � \ \\ 1 I 1 / V 1N=57 .10' W) 15" 4GP Z � INV. OUT = 58756' (N) 4"PVC \ �+ \� _ // INV OUT=57712'24"RCP 1 m� y fry \ \ \I INV/OUT1576332'248"RCP / BO _-575. 93, l / REMOVE EX. BIORETENTION , I I ' 6" DEC. (4J /7 / I I I I m A ° 8"DEC. 3'(W) DOOR / \ a 1 I I I y C \ \ \\ 1 \ \ \ \ \ FACILITY AND SWM POND AS \ = I I 7 ' FFE=58905' \� 1 SHOWN ON WP0200600002. REMOVE RISER / / I I / \ I / 1 / 10'•CHE RY 11 I 1 1 \ ' 1 AND PIPE UP TO / / I II 1 n I I \\ \ \ IN[J57 / I \ I 3•(W)DOOR 1 J I \ CURB INLET eti / .' m m I ° FFE=589.OP GRASS 1 \ \ / INV.-574.55' \ h °' REMOVE FENCE I U) n I U m m 3' (W) DOOR m 1 a � ,.. ,/ I I I I CONC. _ 4 1 1 1 1 � Re \ II i = D FFE=589.03' \ 1( c TMP91-13 m N64 5'ST --' J v I I In O l L \\ 15" RCP \ 24"RCP I I I \ \ s \ _ �I l I 3'(W)D 05' 6'(w)DBL. COUNTY SCHOOL BOARD OF 3'(W)DOOR mot'-$-__4 X O I 12.00' �' / I J FFE=589.05' DOOR FFE=589.06' 3' (W) DOOR ` /0 \ \ / l _ 111f I n I II ® FFE=589 08' FFE=589.01' 3' (W) DOOR I 1 // ALBEMARLE COUNTY V/RGIN/A + C I I n° I ® VHS DB. 1033, PG" 313 FFE=588.99' 1 1 \ / I \ n I I NV. 1N=580.79'(SE) UNK MATERIAL ZONED: R1 \Q )� \ \ REMOVE STORM PIPE \ I sT uE ' / m 1 TOP=587.61' I 1 1 / /\ \ \ \ \ \ NV OUT=580.43' SW UNK MATERIAL 6'(W)DBL. DOOR O -4 I J I I + RAMP W/ ( ) FFE=589.02' FE � / \ r' / l of 1 Q O N (JQ� \ \ \ / 8'DEC. -1 Sp IL \ \ I \ EX QS''VIRGINIA MHD POWER'FASEMENT \ \ \ / ' \ ® MULTI -LEVEL INV. 1N=57703O2"STEEL \ DB. 1096, Pb. 7�39 I`\ \ 4�HAlNLINK Q . D \ - I MASONRY, BLOCK& FRAME \ \ \ \ � \ \ I INV. OUT=57726' 15"RCP \ ` G I -\ 1 \ ® SCHOOL FACILITY SDINLETW/GRATE BOT=576.97' /n \ - \ O \ 4"DEC. I a O \ I, \ \ ` I I I I _ I MOUNTAIN S VIEWES. INV 1N=58 O7' 88PV C �/ \I \ \ \ \ \ \ \ \ \ \ \ S80 Iv -I Z1-"- \ (1757AVON STREET EXT) / O = I \ C&G ` \ \ \° P crs� p I I L I 3' (W) DOOR INV OUT=582.92' 12" PVC O :L7 N \ - '1„t.t 1 _ \ I I FFE=589.02' 3' (W) DOOR j S T \ Ep \ 1 FFE=589.04' Y (W) DOOR 3' (W) DOOR S Nm \ I \ \ MAILBOX \ 6" CHERRY 1 \ I FFE=589.03' FFE=589.04' \ EX 20' WATERLINE / \ \ \ \ I \ - 3' (W) DOOR m EASEMENT FOR ACSA _ \ \ ID I � I I �4g ® I GRASS FFE=589.03' 11 11 DB. 1132, PG. 751 I m -> 2 `�[�' vC.t` I \ \ DB. 1096, PG. 733 `O \ I \10" HOLE -� �� _ _ _ - _ - 12 cs `sm Q \ \ 8"CREPE ---------------------- I ---------------------- V \ N , I I \ 8"CREPE (3) I 11 CONC - I 1 /--� 19 I I MOVE EX. 20' SEWER EASEMENT Y (W) DOOR F (W) DBL I JI I II 11 1 m 5 cPo m \ ASPHALT \ LIGHT I I I I FOR ACSA \ I FFE=589.05' DOOR 1 CONC. SWK II 6'(WJ DBL. I �I I I 1 Z m \ I \ \ I \ FFE=589.04' I 1 1 1 MHD \ POLE / DB. 1132, PG. 751 1 8"CREPE II DOOR 1 I \ ' a \ \ EP \ \ i I \ 8"DEC. I 1 FFE=589.00' I TOP = 5 `' O I 1 \ I - I I \ SAWCUT\ / ' ® % .' / I 1 1 fit I I I I I 1 INV. IN m , \ . I corVc. \ ,, 3 I � I \\ I INV. IN c&G _ \ 11 1 II SIDEWALK / S ® / 3'(w)DoaR I I \ i j I INV o \ coNc. swf \ i i I I aB _- ® REMOVE, SALVAGE, AND 3 (w)DODR 1 1 8"BIRCH 1 1 I REINSTALL FLAG POLE 3'(W)DOOR FFE=58899' I M I / REMOVE ( REMOVE I I D I GRASS ® FFE=sas9s FFE=589.0V l I a \ \\ \, \ 1 I W/o INS \ CURB RAMP I I _ 588 \ SDINLET W/GRATE p I I I I 4"DEC. ° I 1 CURW/OWS B RAMP1 I CURB RAMP =DWS O \6"DEC. \ \ \ \ '/�' @" OGWD I TOP= UT=58 C X I I I 1 6"DEC. INVP=588 583.82'8"PVC I > I I I ^ CANOPYCOLUMN I C. 2 \ I & FRAME (TYP) BRICK A(ON. SIGN I / CURW/DAMP \ II \ I FCC 1 1 I Dws (MVES) \\ / �- \ I I 1 I 111 iy 1 1 I I 1 0 3' (W) DOOR FFE=589.00' UFO---- -/ � UTILITY I _ I SAWCUT CURB I DBL. � DOOR -- -- I UFO_ VAULT / / / 1 TOI- FFE=589.01' I / - I Uc- \ I / $C� I INV. - 7 I \ - 3' (W) DOOR 3' (W) DOOR FFE=588.98' FFE=589.01' 1 I _I £ etq' I 1 I 1 I 3' (W) DOOR 3' (W) DOOR / I ® ,p / ' R•r` 1 I 11 1 I I l FFE=589.03' I FFE=589.02' 3' (W) DOOR 6' (W) DBF DOOR J I I \ 1 / 1 I / FFE=589.00' FFE=588.94' I I \\ l l 12" DEC. (3) I 1 1 L I /) I I I I I I I I I REMOVE CLEANOUT a°pEc/ 6,(w) 3'(W)DOOR I 1 1 NO PARKING SIGN I I FFE=589.00' 1 I I MHD B ORETENTION I I 1 m I / OFFE=NOT MEAS. h�� \ INV. =' I / TOP=:- I/ M 17 I I I II I I I I r I MHS GREASE TRAP W/ \ /-/ ( ° I ) IP INV /P INNER DROP CONNECnoNs REMOVE SANITARY LATERAL. // C I I I 1 NV c I I TOP=58Z43' FFE=5890R 0 / I I 2"DEC. \ I I 20"WILLOW 1 Ia1 I I I I A INV 1N=584.5'(E)VPVC I I1 I%ON1F. STIE PS BQT=580.67 REMOVE S TREADS, INV. OUT=583.W4"PC SANITARY LATERAL TO REMAIN LIQUID LEVEL=583.08' I SIDEWALK 19SSERS! 8"DEC ® lI 1 / J y I 1 11 I pal " II III 11 11 11 �4' 1 I I I \ I I DEc. / REMOVE \ Y I I I -` II / PII / / \ \ �. OI lII / II I \ \ II 1 1 II\I1 \I 1 �I 1 \ \\ "i � 2n I,,I!✓ JJJ1 a II / CANOPY \ \ \ Y(W)DOOR / '580ti 3'(W)DOOR 3'(W) DOOR FFE=589,00' W FFE=589.00' y FFE=589.Oz' Z f 3(W) DOOR UTILITYMETERS W/ jFFE=589.01= I \ CHAIN -LINK FENCE (HT=5) O 3' (W) DOOR FFE=58901' RLOADINGDOCK �yE PLAY EQUIPMNT ` 3(WDOOR WICANOPYFFE=589.03' CONC STEPS�o, 10" I I ' I 11 I \ 3 TREADS, 4 RISER - ' \ '48j \ / PLAY 3' (W) DOOR 3' (W) DOOR \ 1 / / AREA \ \ I I I 1 I I - I I I \ / 6'\PI�'C\ \ \ I i'�( 1'METAL FFE=589.06' FFE=58650' \ \ 2 I I 1 INV=S7a3O' \ rn\ CONC. STEPS EPSC4NOPYCOLUMN CONC. &RAME(TYP) 3TREADS, LL1 \ II I \\ \\\ CONTRACTOR TO REMOVE/SALVAGE ARMOR 3(W) DOOR 4 RISERS FFE=588.ss' ALL METAL STAIRS/RAMPS AND LL RETURN TO ACPS (TYP) It 8"DEC.I2) \fi� \ REMOVE 6'CONCSW ®`2\CERPY 3'(W) DOOR SIDEWALK \` I \Il i FFE=586.54' REMOVE (CONC. REMOVED AT TIME OF I 1 / m SURVEY) REMOVE POST I I \ \ Oro I I 11 II 1 I8„I�DRE� i� I I i \\ REMOVE CUURB I I I/ I\ METAL RAMP 1' GOAL ' GOAL I I I Y 1 1 I I \ I a 1I I°OO1///1 REMOVE ptgYEQUIPMENTREMOVE REMOVE / I I II I \ I I 111 I YY/� \ I y _ I I REMOVE W _ ATHLETIC COURTS r I I 11 =O I z"D_ECx' \ 11 11 II I II I I I I \ I I © I I I / I{I W POST ASPHALT II 'I� \ 11 I I I I I I I� I I 21 I Ix MOBILE I - MHS fob,) w I 1 1 11 I I I I 1 I \ \ I /) INV. IN=581.14' (N) 4" PVC // I I I � CLASSROOM POS TOP-58Z52' W I I I }D n I 1 1 a"DEG. I I \ f}\\ I \ n S / INV. 1N=57797' (NE) UNKNOWN T WOODEN \ I � I / INV 1N=581.28' (E) 4"PVC \ J'-� FENCE / / INV IN=579.55' (SE) 4" PVC / � I I I I ( I I I I I I \ �i�� I 3 (w) DOOR 1 A INV IN=583.37' (S) 4" PVC 1 3'(W)DOOR 1 / / POST /NV. OUT=57787' W 8"PVC/ + / a I I Ia I A v O O U) wz ~O} O 05>ZI- Z111=)z I- D__ d o'0� z U � U�Jw0 W >aac) 0 U) U) Z z O O m � � C) 0 N N o W Q z � Z O_ Y U) C\I00 m CD N O) J U) Y U) N U) U 0 H W LU U) Z Z Lu Lu C0 3 U LLI U) Q 0- 0� Q U J H WO RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 7( '^0 CRMG W. J. KOTARSKi Lie. No. 0402048507 p ,a, 7/ 2V 2022 .r v/ Z z 0 Q O LU W LL Q 0 r Z w F- Q a Q J O W a Z O > > rZ^ NV I..L �U Z C) O W z W N� LU W J Q Q Q W 0 O I..L Z N Dz > LLi _O O io Q W w J i ozZw O O_ 5 o O Q ''2Ir W U) U 0 U Z w j >0 0-1 d ry SHEET C2.4 E C IN IN 10 1 3 3 4 5 I I I 0 10 11 12 3 4 5 I 7 I I 10 11 12 J H G F E C A TOP=580.99' IL I / I I 1 \ \ / X I \ \ 10"CHERRY er INV. IN=578.66' (SE) 8" RCP INV. OUT=578.58'(NW) 15"RCP I I I I I I \4AP a • I 12"DEC. 12" CREPE3'(W) DOOR RCPFFE=589.02' 3' (W) DOOR24"RCP I 1 EX. I m1 / FFE=589.06'REMOVE RISER hh B/ORETENT/ONINV.=57563' SD CURB INLET W/MHO AND PIPE UP TO II 1\ I 1 I, \ I I 10"CHERRY 1 II Q 6"DOGWD TOP=581.63' CURB INLET 1 \ / I / n ° 13 I I B / 6 0 U o � 77. / INV. IN=57734' 15"RCP / 1 �'� I I / m m C� o d INV. OUT=57712'24"RCP �° I 1 II \ /5 1-1\ I i I I R7 1 h co i� c0� I REMOVE EX. BIORETENTION 1 11 I I \\ /' /// / I I I I I I 1\ m A ° 8"DEC. / \ rL 6"DEC. (4) 1 / I 3' (W) DOOR LCIOA�C FACILITY AND SWM POND AS x I � I / / FFE=589.05' SHOWN ON WP0200600002. I REMOVE RISER / 0"CHE RYAND PIPE UP TO LOII / \ I / / o I I { 3'(W) DOOR SCALE 1"=20' N\CURB INLET /��' 1 / i Ip i pFFE=58901'O n• ° / 0 20' 40' N64 5'57' - - - - / I 1 O I m \ = 12.00' / / _ I I ! I I 3' (W) DOOR LDOOROBL. O n� / a 1 FFE=589.05' A \ I yW 7 jJ I FFE=589.08' ,rVHS KEY PLAN ` ST UE i' y I I I I TOP=58761' m I \\ I /' /) / I // n I 1 NV IOUT 58043ESW UNKA MATERIAL TERIAL I 11 Q /\ \ / I I R� RAMP W/ ( ) 6' (W) OBE. DOOR D \ V G \ \ (� / / ` I / D ® FFE=589.02' FE 9 1 , 0-6 la 4J \ \ \ / 8"DEC. / fp a \ I \ ` EX. 15"VIRGIN/A / I I I 2 MHD -0 G i ^ \ I \ POWER'�ASEMENT \ \ / 3 N MULTI -LEVEL TOP=588.83' 0 D \ \ DB. 1096, P?3 9 \% Iy • INV. /N=57703' 12"STEEL O - D \ � - 1 I MASONRY, BLOCK& FRAME \ \ \ I /NV. OUT=57BOT 15"RCP \ \ / \ SCHOOL FACILITY SDINLETW/GRATE II\ \ \ \ ` ® TOP=58782, BOT.=576.97' \ \ \ 4' DEc. I I I MOUNTAIN VIEW E S. / / \ N 0 Z \ \ - \ \ \ {{fps I / \ (1757A VON STREET EXT) INV.1N=583.3T8"PVC O= I\ _ C&G \ \\ ` Z� P`ps+ p I I- J L I I 3'(W)DOOR lNV OUT=582.92'12"PVC 7� N �j N1 ZR.c� \ FFE=589.02' 3' (W) DOOR \ EP / \ \ \ 1 I I FFE=589.04' 3'(W) DOOR 3'(W) DOOR �� \ I11 \ I \ \ MAILBOX\ \ EX. 20' WATERLINE 6"CHERRY I I I\ I FFE=589.04' // I FFE=589.03' m \ \ \ / \ I - 3' (W) DOOR / \ EASEMENT FOR ACSA �'C�^� ��2, 'K�C��,, FFE=589.03' £OS' ® GRASS \ \ \ \ \ DB. 1132, PG. 751 I m �'-' 2 � p ..tt`` I � \ \ \ cn DB. 1096, PG. 733 \ I \f0"NOEL -~ '+t.r' 12" / _ 1„tr] ----------------------- - 11 `s � > \ \ 8"CREPE (3) 8"CREPE ----------------------- 1 _ I \ \ wN �' I I I -I \ I II COND -I 9 \ I �, \ I MOVE I EX. 20' SEWER 9A EMENT 3' (W) DOOR 6' (W) DBL. -�, I _ 5� cP w ASPHALT DOOR CQNC. SWK II I m m I O \ \ I LIGHT I I I FORACSA \ I FFE=589.05' FFE=589.04' I 6' O OBE. I I Z ' \ \ \ POLE I I / OB. 1132, PG. 751 \ I 8"CREPE II DOOR I / _ \ / \ / I FFE=589.00' 1 0 / R I \ EP \ \ i I / I I \ 8"DEC. ® I I A m \ / ° 1 CONC. \ / 0 \ I C&G - I / I _ I ® SAWCUT \ / / a ® /' I I E \ } 3' (W) DOOR G I \\ CONC. slvK \ \ I l I j b I SIDEWALK S8a _ i • REMOVE, SALVAGE, AND 3'(W)DOOR O \, I I I 8"BIRCH 1 I I • REINSTALL FLAG POLE 3'(W)DOOR FFE=588.99' 1 M 1 / REMOVE I I \ / C GRASS ® FFE=589.01' FFE=589.06' CURB RAMP REMOVE /� I 1 / a \ 4"DEC. \ {pG}I\ \I / 1 w/Ows \ 1 i cuRW/DWS \ CURB RAMP B P4MP I I _ 588/ ® \ ® SD INLET W/GRATE p WIDWS I TOP=588.28' c =O I` \ \6"DEC. \\ \\ \\ j (� ' 18"pOGWD Vx 1'METAL I C 6"DEC. INV. OUT=583.82'8"PVC 1 > m 1 I I I CANOPYCOLUMN I p�yyg 2 \ \ 1 l / & FRAME (TYP)MP \ 6AY I/ I BRICK M1�ON. SIGN I ) CURW/OWS / (MVES) 8"SYC' 3' (W) DOOR I / FFE=589.00' / UFO _ UFO I ` \ VAULUTILIT I/ // 1 I TOP 5821 I SAWCUT CURB 11 I ° / DB . DOOR 3'ryV)DOOR 3'(W)DOOR I INV.=579. 91 1 I \ I _ FFE=589.01' 3'(W)DOOR FFE=589.02' DOOR FFE=588.98' 6'(W) DBLFDOOR071 1 I I FFE=589,03' l 1 \ FFE=588.94' l FF(E)589 00' 12" DEC. (3) I I I 1 I / �. I /) NO PARKING SIGN REMOVE CLEANOUT 4" EC. EX I I I / DBE. 3' (W) DOOR I I / OBE. DOOR � � FFE=589.00' I BIORETENTION I I 1 I I II I I FFE=NOT MEAS. r1 1 Q I I I 1 1 I MHS (GREASE TRAP) W/ INNER DROPCONNECTIONS REMOVE SANITARY LATERAL. / j I TOP=58743' 3' (W) DOOR / 12"DEC. \\ I I z6"waLOw "" I I°I I I In INV. IN=584.5'(E)4"PVC SANITARY LATERAL TO REMAIN \ FFE=589.0V C.I I ly INV. OUT=583. 0' (W) 4- PVC BOT.=580.67 ] \ I REMOVE IIII B'DEC LIQUID LEVEL=583.08' ® 1 SIDEWALK I I I 21/ � I I III 11III 11 I pal / i' DEC. REMOVE \ I� m I CANOPY 3'(W)DOOR h I M N V I 3' (W) DOOR \ I C l p 1 FFE=589.00' I 1 Op tq ` \ c FFE=589.00' ^ 3' (W) DOOR 2 I/ 2 ! y m I A I 3' (W) DOOR \ 11 FFE=589.02' UTIL/TYMETERS W/ @ f I ° FFE=589.01' 1 h A � � I � \ I I \ CHAIN -LINK FENCE (HT=SJ m I 1 �- I \ _ I - _ ' \ 3' (W) DOOR R (�j�E PLAY EQUIPMENT / 1 y _I b p LOADING DOCK \ 3' W DOOR FFE=589.01' QS'" i I I I I S� \ \ \ \ \ \ \ I A I I W/CANOPY / ( ) 'o / A \ \ \ \ \ c7� I 10" CONC. STEP / Y \ 1 FFE=389.03' I \ 3 TREADS, 4 RISER 3' (W) DOOR 3'(W) DOOR \ ' \ 6'\PI C\ \ \ \ I FFE=589.06' FFE=5OOR \ V A I 1' 1' METAL D C INV.= 7 A, C OPYCOLUMN CQNC \ \ \ I \ - 3TREADTEPS I _ \ \ \ I R9CK - &�RAME(TYP) 3TREAD$ � 1 CONTRACTOR TO REMOVE/SALVAGE I \ \ \ \ \ 1 ARMOR I `'sib, 4 RISERS 3' (W) DOOR i \ \ \ \ \ of I \ ALL METAL STAIRS/RAMPS AND ' oI II \\ \ \\ \\ \ \ \ II I I ° \ FFE=58e ss' RETURN TO ACPS (TYP.) ' \ ' EP J ' m I 8"DEC/`2) \ \ \ \ \\\ \ Y REMOVE \/2"CH'ERRYw\� \ /1 1 SIDEWALK \ \ 6'CONC. SW / ® \ \ \ \ \ \ I f✓ '1 \ I I o I FF(E-)DOOR 586.54' 1 II I WW \ \ \ \ \ \ I \ \ I I 1 REMOVE I 1 I \ \ 1 1 1 \ \\ I m (GONG. REMOVEDATTIMEOF SURVEY) '' POST I 6 II I l8"eR �D �EAt2 I I I REMOVE YFAMRAMP '' GOAL / / GOAL 5 I I I I rf I I I I I I I I CURB I I \ 1\ I I pl I 1 1 I I I I I I ° I I REMOVE PLAYEQUIPMENTof REMOVREMOVE �/J I I� \ I / W PO8T ATHLET/CCOURTS / I \ / I 0 i I I 12"DEC/ / \ \ \ 11 11 I II 11 II III I II M \ \ I \ I' I \ (ASPHALT) 6 I y 0 / II I I I I I I I I l0 1 I REMOVE \ � n I I I I \ I I Ix MOBILE I - MHS 58 y II 1 I I \\� II 11 11 I I I I 1 \\ b l CLASSROOM Pos T V IN=5 1. I I l i l 1 1 1 I 1 � \ � I INV 1N=581. 14' (N) 4"PVC / � ��/ I \ � i I S / INV. 1N=5779T (NE) UNKNOWN / I I I 8"DEC. 11 1 1 1 1 1 I 1 1 I I \ T WOODEN III I I I / INV. 1N=581.28' (E) 4- PVC / pCy� /)1, \ O FENCE ( ) \ �✓ \ I I I 1 \ / INV. 1N=583.3T (S) 44PVCC / a i 1 3' (W) DOOR 3' (W) DOOR / 1"/�,11Af�E1 1® l I \'� FFE=586.53' 1 / POST INV. OUT=5778T(W)8"PVC/ I 1 I/ ° II I I i I I I I I f I FFE=586.53' I MO E IREMOVE SHEDTAL STEPS _ ELEcrRlc vauLr / REMOVE 1 1 gP 1 I 6"DEC. (2) N __ POST / POST SO RATE /N I 1 1 1 161 MAPLk I I G) 1 / Q ^I� - - - - - - - I - - -®�`�- - ._ CHAINLIN T-4 GOAL I I I 1 \ 1 RB / INV. 1N=569. '(NEf6" d ` \ I I I 1 57> I I II I II II II I I \ 1 \ / p /7/ i / \ / / /� P \ -REMOVE � , GOAL/ /1 INV. OUT=570.57 SW) 15" P I o 11 111 SAWCUTCURB �- - _ _ �} _ s'C�PTC. SwK / ® \ RgTER U UR�MOVE SWINGS / / d / 6'CONC. SW I / \ I I 8"svC I / ol . 14 MHS \ \ \ / / I I I 1 I 1 1 I I MOVE i \ m R p� / J ` I / / SO GRATE INLET III TOP = 573.23' I // `/ I I I I I I I 1 1 I / j \ p W U/ / 1 \ / .80 =i2 4.35' / I I 1 1 1` LIGHT X 20'SANITARY I \ l V AN V I p I INV. OUT=578.o 5' RCP INV. IN=566.55'(SE)8"PVC N 00117 E 1 // / 1 1 / I \ POLE WER A,SEM T, -UGP / $° / I\ J INV. OUT = 566.10' 8" PVC I p /- - - ,c / 1 \ . _ \ d U / 1 1 1 I 1 1 / FOIQACSA � -- UGP� � i 6" EC. 58$ 55. I O RA F9RME \ I / // 8"DED h / I I 11 1 \ \ // -\ \ \ \ OB. 1096, PG. 733 I �1 (9 SPACES) w/ ONc. _ `\ _ I I- %_ \ / P / \ _ MHS 9 �//1� �\\� L \ - - - - - _ _ ' � _ >< SAWCUT CURB I 0 � 1 ///7 /TT//j////////r//7/-/J -! =i - - - - l� TOP =56MHS i 0� I /},`I -GL / _/ \ / \ \ \\\\ \ \\ �,, I - ' I I b � � J � S ASPHALT J� RAMP IIv _ �lJ L �1J_L1L1J LL _ _ j INV. lN=55701'(E)8"PVC_ \ / \ \ / l 7'L \ \ I I S ll Il/ �- - // \ \ ' /1 \ / I A`cou I SAWCUT P 1 INV. OUT = 55707' (S) 8" PVC -SAN - / SAN S �5,4 � / / O \ \ I / � / 1 / I µ7- T--� SAWCUT ASPHALT /T\ 8" �µ AND CONCRETE (14 SPACES)/ I I I I (8 SPACES) ` ` ` ` SAWCUT CURB . ASPHALT I / 1 I I G,/\ (11 SPACES) 584 6„/ REMOVE STORM PIPE 1 �-. NTH �l \ ' \\I UPON\ /- I \ - 58 i / �- . w PRESUMED LOCATION OF / / I 1 12" EC, I l / \ _ D / / / II �CQNC. CURB C T UNSPECIFIED SANITARY / l / l / \ \ 1 p \ \ �� / E� l EP ROCK 1 --WOB9fENCE EASEMENT FOR DONNA S L. HILL � � / 1 / I / I � � � 11 � UFp - - - AND DONNA M. HILL I � � / l / � - (b'T'7J � � �S' DB. 1103, PG. 694 I / / 1 p MOVE SHED - - - -- - - - 9 '5 � \ I - p I l �`' � � l \ � _ - - - - tlF5B415_ _ � 58 ( ) _ _"DEC. CONTAINERS 2 / -- - - - - - - - _ o - ' INV. IN=57510' W) UNIT - ^ O CHA/N-LINK ' - - - & c c+ ��/ _ I I ->�• O� - - - _ - \ _ _ INV IN=575.20'(WJ 8- PVC \\ / 4"DEC. _ _- - ` 6" a 1,-� C&G I / B'I PlN O K 3 =�� ` - _ (3) 1 581 - _ I / / - - hdK-0J1T_574.7�' PVC - ` _ \ \ \ l / / FENCE, HT=5' MHD �' ° l / \ 1 \ \ \ l/ \ ! \I- - - - - - - - - 581 - =�XI - k- I TOP=569.35' �� A / I / / CBE L1vAPLE- - - - - _ \ I \ \ INV. IN=564.20' (E) 15" RCP G I / / _ - - _ G _IfX/ INV. OUT=564.20' (W) 15" RCP _ - _ - _EX 91OREJENWA7' 164_ - _ _ - - - - - \ - - _ - 589�_�580� - - _ _ _ S%5 _------ROCK - _ SO CURB INLET- TOP=572.16'- INV. IN=568. 11' (E) 15" RCP _ _ - - - - - - \ I ( / - \ / / 570 1 INV. OUT=567.81' W 15-RCP - I / \ I / ' / / PRESUMFDIAPPROX/MATE _ ( ) h / T - / 1 I / / / LOCATION EX. 20' EASEMENT v X\1 / / ' �" - _ / / / I / FOR CENTRAL TELEPHONE > \ \ / / _ %L - / / / / I / COMPANY OF VIRG/NIA- m 08. 5q8, PG. 395 \ / o Z \ / 0 �aD p m 570 / i U) WZ t= 0 z O 05>ZI- ZLLI=)z H a_ do'0� Z U � U�JWO W >(Lac) 0 U) U) Z Z O O O O N N O W Q z � Z O_ Y (Y U) > O N m 0) J U) Y � U5 N U5 U H W LU U) Z 1] Z Lu Lu C0 U Tu 0 d 0� 0 U J H r RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 I ^) CRAIG W. J. KOTARSKi Lie. No. 04022048507 2 vJ Z O Q O0 0 w LL O Z W Q 2 F- Q a Q J LU z O > > `Z VN l.L >) U' v^ Z O� U z W Nj ILL.LU L W J Q (L Q W W 04 I..L Z N �z > _O O m Q W W J Q z Z W O O o O r` Q w U) U 0 U Z w O Q 0-1 d ry 0 SHEET C2.5 E C NO - 10 2 I 4 5 I 7 I 0 10 11 12 1 3 I 5 I 7 I I 10 11 12 M H G F E elm M \ 10" CHERRY n 1 \ c) I � I n 10" CHERRY l C 13 I / 1 I / II I III 10"CH RY 1 I Q I I In I Rf 4 RAMP W/ D / Z �I I 1` «o I \ I \ \W"HOLLY \ I \ \ EX. 20' SEWER �A EMEP I I FOR ACSA \ Cn� 8"DEC. 3' (W) DOOR FFE-589.05' 1 ,n 1 I 1 1 11 I 1 I / / / / / / / / / / h / / 7a_ \ 3'(w)DOOR \ 1 11 1 1\ 2X"RCP II 1 1\ \ II SCALE 1"=20' -FFE=589.01' GRASS 1 1 I \ �\ i�ll' lNY-574.55' I 1 \ I / / / / / // / / - -� 3'(W)DOOR \ m \ 1 , REMOVE FENCE I I I I 1 \ I I I ( / / , / 7 , / / / h / / I / / /, I S CONC FFE=589.03' l 1 \ \ \ \\\\ JJ 1 I I 1 I/1/02�'40' 1 I 1 \ f}OCK Al1MOR ITMP 91-13!CHAIyNEL1 \ 15"RCP_\ �24"RCpI.3'(W) DOOR 6'(W) DBL. COUNTY SCHOOL BOARD OF 3'(W) DOOR $ � y $ - -'\ DOOR 3' (WJ DOOR - - 1 FFE=sas.os' ALBEMARLE COUNTY VIRGINIA --- FFE=589.08' , FFE=589.06' FFE=589.01' 3' (W) DOOR 1 HS DB. 1033, PG. 313 FFE=ssass' ` \\ II \\ \ \ \,\.\ )P=587.61' \ \ \ V. IN=580.79'(SE) UNK MATERIAL ZONED; R1 I 1 I Q I% Q STORM REMOVE PIPE \ \ \ \ \ \ \ \ V. OUT=580.43' SW UNK MATERIAL 1 6' (W) OBL. DOOR D \ ( ) FFE=589OR FE 9 \ \ \ \ S TOP=5888� MULTI -LEVEL \ \ \ \ \ \ INV. 1N=577.03' 12"STEEL MASONRY, BLOCK& FRAME \ INV. OUT=57Z26'15"RCP \ 4 HAINLINK SCHOOL FACILITY SD INLET W/GRA7E //\ \ � \ � MOUNTAIN VIEW E.S. TOP=58782' (1757AVONSTREETEXT) INV IN=583 1 3'(W)DOOR INV OUT=58292712"PVC '8" PVC/ - FFE=569.02' 3' (W) DOOR FFE=589.04' 3'(W) DOOR FFE 589.03' FFE-589.04DOO� \ \ \ \ \ \ \ \ \ _ - - - _- - _ - - _ \ \ \ \ \ \ \ \ \ \\ S'SS \ \ \ \ \ \ \ \ \ \ \ \ \ \ OOR O ct O ® GRASS FFE= 8903 I l 11 I I 11 FFE=569.03' / /l I \II 11 X� 12 I 1 1 \ - - - _ - 1 1 8"CREPE (3) � 8" CREPE "�`------------ _ 3' (W) DOOR 1 1 I s•(w) DBL. �, I 'I I � / I FFE=589.05' I CONC. � _ I 1 1 1 1 DOOR CONC. SWK II I 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 _,.,. a s'/WI DEL. I I I I / rFFE=58904' -- \ REMOVE \ I\ STORMWATER I GRASS NLET / / / y ' ' / / / , ' / / /\`�y\� REMOVE AND 8" PIPE 27 "B\IR\\\� \ MOBILE �CLASSROOM \ �\ � \ REMOVEANDr'cREPE 3'(W)D 02' DISCONNECTFFE=Sa9 923'(W)DOOR 3' W DOOR \ \ \\ / ELECTRIC, PLUMBING,3'(W) DOOR ( ) FFE-589.06' FFE=589.05'3'(W)DOOR oODQ \ \\ \ \ AND IT EQUIPMENT.FFE=589.06' FFE=590.46' \ FFE=589.03' 3'(W) DOOR IMP \ \\ /FFE=589.04' \ \ \ \\ \ 1 \ 1 , MP406"DOGWD\ 7=42.72//SD 1.5'X 1.5'GRATE METAL IREMMO� ($ ) ' S //TOP = 588.15' LAND A(ETA/1I IMV. IA1=576/23' W 15" RCP / / '"INV. OUT = 587.56' (N) 4"PVC \ jA lj��., \\� 1 I 11VV. IAV=S NV /7g. f0'/ W) 15" RfCP (A f'pya \S \ \ \\�\ \ \I I I I INV.IOUTk57632N24"RCP \\ \ \ \ 7 7 SAWCUT \ / ' I I I m \ I I I I INV. IN=582. f0'(�W) ✓12"STEEL ® 1 SIDEWALK / ® ' K \ X INV. OUT = 58170'() 15RCP CHAINLINK(HT=4).NE " \ \ \ \ \ \ \ 1 1 ,q t/ O I I I 1 I / \\ \ 1 a8 _ ® REMOVE, SALVAGE, AND 3'(W)DOOR < \ \ \ \ \ \ \ \ \ \ \ I I 1 1 1 1 I 1 \ \ \ \ \ ® REINSTALL FLAG POLE 3'(W)DOOR 'FFE=588.99' I I M\\ \\ \ \ \I \I \I \ \I \ 1 1 I 1 1 1 I I 1 1 1 1 1 1 \ \ I C I GRASS / - ® FFE=sassy 3(W)DOOR FFE589.06' I _0 / ® @ CURB RAMP I I 588 _ 1 SO INLET W/GRATE I q I I I I I I \I // \\ III I I I I I II I I I I I I I I I I I I 1 1 1 II I I 11 11 1 I I I 11 / I I TOP=588.28' C 1 e^y�ocwD 6^DEC. INV. OUT=583.82'8"PVC > I I \ I I I I 1 1 I I I I I I I I I 1'x PMETAL 1 C. 'y I b / I h I I I I o I / \ \I I II II II II I 11 I II I II II II II 11 11 I IIII I 11 & FRAME (TYP)MN I\9S I Z I I I L \ 1 1 I 11 11 I II II II 1 II I / \\ lC]�IXSY I I �y� � I I I � I \ II I' \I \ II I II II II 11 III I 11 I I I I I I 1 II II I I I III I I I I I I I I I 3' (W) DOOR ° A FFE=589.00' 1 1 1 I I I I I I I I I I I I I I I ( I I I I I I I I I I I I (MOOD IIPe I I I I / s' (w) DBL DOOR FFE=589.01' 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR FFE=58903' 3' (W) DOOR FFE=588.98' F01 s• (w) DBL. FFESaso2 =.' 3'(w)DOOR FFE=s88.94' / N. FFE-589.00' I I I I I I I I I I /) I I I I I I 1 I I I I I I NOUT 4"pEc. FFE-589.00' I I I MHD I l / 1 / I I I I I I I I I I l l I I I I I / 6' (w) R 3' (W) DOOR I I II I j i I I INV. IN= (SW) NOV MEAS. I // I / I;; I I I I I I I 1 1 1 1 1 I I I I I I I I I 1 1 1 1 I I I I I I FFE=NOTMEAS. h� I I I I TOP-588.53' l 1 l l I I I I I I I I I I I I I 1 1 I, I I ( I I I I I I I I I MHS (GREASE TRAP) W/ I I INV. IN=582.54' (NW) 12" STEEL / 1 I/ I I I I I I 1 1 1 1 1 I I I I I I I 1 1 ° I I INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. 7.43'/ /� `\ / I I I I I I INV. OUT=582.32115"RCP / I 1 1 1 I I I I I I I I I I 1 II L7 NOVP=58584.5' (E) 4" PVC FFE=589 0 \ I 1>c I, 1 1 1 1 1 1, I I I I I I I I I I I I I I 1 I I I I 1 ° J I INV OUT=583.0'(W)4"PVC SANITARY LATERAL TO REMAIN / I I (IONF. STIEPS/ BQUIDL V REMOVE I I 9TREgps� // \ / \ I I I 11 1 / III' I I I I 1' 11 I I I l l I l l l if 1\ LIQUID LEVEL=583.08' \ ® I SIDEWALK I pORISEks I I \ ' I / I I I I II r i i i i i i 1 Ii l r , / W/LANDING \ \ METAL STAIRS / I I l l DEC. I REMOVE \ Y I I I I l 1 I I I I I I I I 11 1 1 .1 I II I I II /CANOPY 3'(w) DOOR 3'(W) DOOR 580 3'(WDOOR FFE=589 00' II DOOR FFE=58900' - 1 I FFE=589.02 UTILITY METERS W/ \ \ FFE=589.01' CHAIN -LINK FENCE (HT=5) /\ "' // // X I 3' (W) DOOR I I I / 1 / 1 kI Il l / 1 II I 11I I1 I1 I I I 1 1 I I 1II I 1 I I II I II 1 I1 I I II I I1I 11 I 1I 1 1 I1I 1 1 I I 1 II I I I I I I I I I II I I I If %EPLAYEQUIPMENTLOADING DOCK 3' DOOR FFE=sas.a WICN FFE-589.93' /113v10 CONC STEPS 3 TREADS, 4 RISER \ \II \ \ I I ( \1 / // AREA PEA Y 3' (W) DOOR 3' W) DOOR METAL I ° D „C ° FFE=589.06' FFE-586.50' PYCOLstern CONC. STEPS CONCC)ME(TYP3TREADS, 3'(w) DOOR CONTRACTOR TO REMOVEISALVAGE2 � I 4 RISERS of FFE=ssass' ALL METAL STAIRS/RAMPS AND II I I I i 0l II l I1 I I 1I I 1I I I 1I 1 I 1I I 1 lII 1 I I 1 I I I I I I 11 I I l I I I 1 I I I I I I I l I I I l I l l l \ \ \ \\ I RETURN TO ACPS (TYP.) I 1 1 / I I I I I I I I I I I I I I I I I I I III I I REMOVE \� i' EP , S I\ II \ \\ \ .� I 1 I x l\ I I I 1 11 l l l l I I i SIDEWALK � �\ \ � ® I I \ I I / I I I I I 3'(W)DOOR 61CONC.SW \ FFE=586.54' REMOVE I (CONC.REMOVEDATTIME OF POST MOBILE I- m 1 I REMOVE // SURVEY) / I I \ \\ / I METAL RAMP I/ GOAL / GOAL 1 I I CLASSROOM \ \ I k I I I I I I I III / III I I ° I i p I I / I REMOVE PLAYE4UIPMENT / ' I ; I/ \ \ ; I ^ 0 I I II III II I \ LL 1 11 1 1 1 1 1 I I I I 1 1 // 1 1 1 \ / W POST ATHLETIC COURTS � REMOVE I ' R REMOVE _ \ (ASPHALT) I 1 1 1 I 1 I I I I / y _ MHS 5a I / l lI l /'/// ///IIII REMOVE \ I I I 1 1 1 � � / I I I MOBILE I / I it Ix CLASSROOM PDs l TOP=58752' I A II S INV. IN=581.14,(N)4"PVC x// / v i , INV. IN=577.97'(NE) UNKNOWN / I I I I \ 1 1 I I l l l l l l / y/ / / a / I / h / n / INV 1N=581.28' E 4"PVC I T WOODEN I / (S I l 1 `�" I INV 1N=579.55'(SE)4"PVC \ FENCE II \� / / INV IN=583.37'(S)4"PVC // I I / l I \ I I 1 / 1 1 1 1 / I I I I I I I l l/ I 1 I / i I 3' (W) DOOR 3' ` FFE=58653' FFE-5860' 1 I // / POST INV OUT=5778T W 8%PVCY I I 1 11 I I I 1 1 1 7 1 I l 1 I// I I I I I I l f I- \ MO E _ O �1\ o \ / REMOVE SHED // - / I l I / 1 1 I I I I I I l 1 11 11 I I 1 1 I I I I 1 /l I I (I _ SPN METAL STEPS / _ / // I / _ _ _ _ / I// - REMOVE I I I I I __ ELEcrRIc vA�LT�ND/Nc REMOVE // I l ,/ 1 1 I I I ( I 1 1 1 1 I \It I _------\` POST I I / / I I I I IIII I I I I l l l l \\ o s^DEc. (z)\ /SPN 'yl. REMOVE GOAL / / POST i - / - - CHA/NLIAK7HT'4y- / GOAL I I 7 I / I11�11` 6'CONC. SW \ L _ - _ 6' CPN-C. SWK ® \ / I UT CURB 1 �� ! - / `It r�r - ATER V ULT / & RAMP / S \ \ REMOVE \ REMOVE SWINGS / i \ \ METAL DECK I I I I I I I I II l 1// I W - N j SD GTOPE584.35' I I I ___ \ Y I / U _ UGP PN J b p I II \ / �I \\ \\ l I I - UGP- I / / 8 TRA F ME'\, 6"4E0 I / 1 I\ Il INV. O) 585 0-12° i / I I r EP / \ / ( ' k 1 1 1 1 1 1 1 l I l I l 1 11 1 11 // 1 1 l 1 1 1 1 I I l l I 1 1 1 I I I I I I 1 1 I , 1\ I I \_ / l I I 9R �11I I l� l l l l I l l l I l l l I 1 I l l I w/ ONc. I \\ _ I I )_ \ / p I (9 SPACES 1 11 I I I / X I =i- _ l l l l I lI I 1 I I I I I I / I I � J ( _ _ v _ �_- tit I I/ / coroc I / / l / I l l 1 1 1 l l l l l I 1 1 I y/7//j '/� I l l l I I I I I l I I 1 S ASPHALT P _ 11 1 1 �i // II i I I I 1 1 7 1 /l / l Il/ l l SAWCUT CURB X--C�17��-�l REMOVE SAWC�SAWCUT ° PgLESHED/BLDG. T ASPHALT (14 SPACES) I AND CONCRETE 6 SPACES) ASPHALT I /REMOVE O ' 584 IIII l /1»SPACES) s^/ REMOVE STOSAWCUTCURB 3POsrs 11 ll l l ll l l l l / l I'I 1 II I Ij IX w I II lI I l I REMOVE I I I I cuRe c r �- EP I CONC l l l Ill l l l l l I I I � - - - �" �- - - I P goCx Mo _ / Y I 1 / I / / I 1 I I / / / / I I - _ _ _ _ CONTAINER BOX / I I / / / ,(�'� \ _-- / I / IN =57a.23' a , I / 1 / I/ I I I I l/ I l l I I I l I 1 I l l I I SHED / - - - - - - UrWOP=58425 - - - Q _ 585 \ \ I C&G - Q - - / I P / /( URB cu I I l l I // I INV. 1N=575.10'(NE)MR- � ` _ _ - �^DEC. � � - - _ � \ - - - - - - B° - o -_1" lAl C6G l � l Ill I - CONTAINERS (2J - - - -( I / - INV 1N=575.20' (W) 8" PVC _ \ I _ - - _ _ _ - - - _ _ _ = - _ - - o - - \ I ROCK >9 It _ - - - - - W v_0vlT_574.75' � P_VC P / 4"DEC. (3) 1 - 581 - - _ - - - _L _ _ - - CHAIN -LINK _ 'JI //� ios' / --- ---- I+ ARMOR / / I 1 / Ill' /Il 11llll / I/ I /l I / // I I 1 1 I // II FENCE, HT=S' / / 4„4r}-4 / / � / 171\I_-------_581 --' -�7C= _ X�.lIt /III I I I I I I l l l l l l l 1 11 l l l ll l l I I 1 I I II _ -Gx _� ----- _----- \ \ � � D 1G \+ _ _ --- _IL - GRAVEL ,Ex�ORJEviN'ssa6a _ - - - - - - - - _ _ - _ _ _ �0_= 58 \ _�T`_ I 7 / \ I _ - - _ / G/VE'� _/ _/ - _ -_ _ _ _-- _�_ _ J.I _ - - _ _ _ _-INV 6-"PJLC - - 89'EX 8/ORETENTION �J _ - _ _ I I - - _ - _ X� / CHAIN -LINK / 1 1 l l I 9 \ ., _ _ _ 580 - _ _ - - - - - - - - - - _ INV/ =57fi8s'(NE)-12RCP_ _FE/V�E (HT-4) )I �� i __-- - _-_ - - lNV-7P=57-&73.8SB)E'PVC ----__-__- X- 575 / _ _ - - - - - -ROCK - - _ - - - --%NV"DUT=S 3.&L(SW�S"RLP- - - - - - - - - -- - - - - - - - -ARMO _\ _-_ -- -- ___ 575- ------ -- �_X�_1�X/J - - - - - _ - / _ -570� _---__--- ------ - - ---- --- --- - --- PRESUMED/APPROXIMATE _ - - - - - - - - - - - - - - _ _ _ - - - - - - - - - _ - FOR CENTRAL TELEPHONE i ' - - - 95"RCP w/ FES- _ - _ - - - _ - - - 570 - - - - - _ _ - - - - - - - - - - - - - / _--------INV.=673,63'------ ------- --- --- __ - - - COMPANY OF VlR6/NIA _________-_------- __ i i �/ DB. 5�8, PG. 395\ / ------ --- -- - -- --- - -- ---- -_ _ _ _ _'��i /// / 660 ------ - - - - - - 565 - - - - - - -- - _ _ _ - - � / - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -------------- - - - - -- _ /' / // y15 /� // 1 I 1 1 I/ / // /�' �--------------- --- -- ---- -- ---- ------ --- -- ------� / / /�' 570 / / / - - - - - - - - _ _ - - - - - - _ - - - _ _ - - �/ /�- - - - - -- _ / N4-------/ / ' _ / / / /' I 8?, 5�-� _ l ------------- - ------ KEY PLAN W U) Z ~O} O 05>ZI- Z W � z I- 0- aof 0U LLJ Z - U v�JWO W >(Lac) 0 U) U) Z Z O O O NO N N 714 O r W 1 U) Z O Y LY U) Q � W lY 00 CD N m O) J U) Y N U) U ~ W LU Z Z W Y Lu U�� U LLI U) Q 0- 0� Q U J H L RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 �`a4 L0'mf QF CRMG W J. KOTARSKi Lie. No. 0402048507 i, 7/ 2V 2022 AZe 0 9 I ''/^� VJ o Z Z O O Q 0 w LL O Z w F- Q a Q J W Q Z O > > `Z^ VN L.L >V'J ^ V Z� O� U z W 10�2 WLU J awo a O w 0 O I..L Z N W- n > LLi _O O m Q W w J i 0 Z Z W O O5°o Oaf ;Q w U)21U 0 U Z W j >0 0-1 d ry SHEET C2.6 E C N 10 1 I I 4 5 I 7 I I 10 11 12 I D p0 1 n 1 0 1 m I T I 6) I = I — I c- I Nb L b( O�BbbB3b/I bWbby� S ey I_ I3d000 b, V&/7b 9£- Wi3y 6L 9 J7d330Sbd LE bL, I gs/78,v 0d S I ba W/3 - 0d 9SES .. 9W73HS3 cdbS7Nbr, Sb-bl6,dW1/L I \ _ 6bl ` - I y1/WS--f3 SS6Z-9 BO 9b-bIBOdW'Z? 3 b'ylV/v IHO.9.' 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CHECKED C.K. 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS 7-21-2022 TIMMONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS I = I TIMMONS GROUP 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com c- I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D c B A T I \ \ TMP 91-1D I I I \ \ DOMINION CRANE & RIGGING, INC. DB. 1237, PG. 594 \ ZONED: LIGHT INDUSTRY I \ I\ \ A 6 - id bm I� �CO o E Mo law N N y� Q C > O E QvE 3 3 "0 V M W � • � O N ♦ Z N 7 a •� ) �Q LL J � � In C O O N _ �7 M a a � J O F- �O ~ W En Z ~ O U)En�-En z O 0 5> z �- zQwoiz H a dZU� U mJWO W >adU 0 En En z z O O � � m N N N N O O N N O w QU) z O_ Y U Q W N of O m N OY J � D U) Y � (n N U5 L U H W z z LU Y LU U3: U Q 2 Q � LLLI U) Cl 0- 0� C U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 7( Q cutucw. J. xoTARSKI Lie. No. 0402048507 7/ 2V 2022 x U) z z ° F O 0 o LZ 0 z w F- F- Q a Q J O LU a Z Z O C� �U z� 0 w z Q� W z Q LU J W J a_ co Q o LL 0LUzo rn J > W Q > D 0 z W J X m > W J ZZ to w �- 05°0 O U) E. Q U J U z w O j Q 0-1 a Er 01 SHEET C4.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D c B A of Mo N � Q C >E N E O N 0 3 m M s -+ UM OJ • • O N O • Z N "M • N M • • V 7 X O Q N � r O V N LC �A J Q C Ol O N Wv v M d � � J O W t0 ~ W U) z ~O� U z rl U)_O 0>z� H zQ W O Z D dZU2 Q W U W U) O >o aU 0 U) U) z z O O H � m N N N N O O N N W Q to t` 0 z z Y _O m Q W N O e0 V D N 0 J � U Y UCjj U N H pW uj 0 LU WLU z 0 z 9 y U Q � W uj 0 2 o a ono U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 Q cxAIG W J. xoTARSKI Lie. No. 0402048507 7/ 2V 2022 x_ U) z z 0 U LU W w O H Z w H IL IL w J a0Z z0 �U >� z� 0 wz -j W Q Q 2i W J W J Quo 0Woo >N 7 W > uLj ,,�( O L W uL K Q W J m (if 5;H US 0 Z z� - O O - LO cU 0 J H 0 U z W O Q 0-1ry D_ 0 SHEET C4.2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A LEGEND: Le M99 REFER TO HARDLIGHT DUTY ASPHALT \ \ HEAVY DUTY ASPHALT E \ \ 0 I CONCRETE SIDEWALK HEAVY DUTY CONCRETE MILL & OVERLAY y I � I � MULCH � C Q \ \ P � SCAPE I X ® PLANS. ` �\ Itco I SCALE 1"=20' CTMP 91-13 I ( COUNTY SCHOOL BOARD OF /� h �\ J 1. `\\ �X I 77 X 1 x WOOD PE ■ r r I >- x L 11 I Iill, I L-�J III KEY PLAN �I E M o law N N y� Q C E E QvE v�i ; 3 0 "0 3 U M W • O N ♦ Z N 7 ♦ `!M a x O5 in a � LL J � QM c rn O N v M a a J O llJ �O ~ U) Wz ~O U)E73 i--U z ojz� zQwoiz a LJ dZU� U mJWO W > IL 0- U 0 U) U) z z O O � � m N N N N O O N N O w I U) z O_ Y U Q W N of O m N OY J � U7 Y � (n N U5 L U H W z z Lu Y Lu C0 3 U Q 2 Q � LLLI U7 Cl 0- 0� C U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 Q CRAIGW 7.KOTARSKI Lie. No. 0402048507 7/ 2V 2022 x U) z z ° F O 0 o LZ 0 z w F- F- Q a Q J 0 LU a Z z0 C� �U >C/) z� 0 w z Q� W z Q LU J W J a_ mW � Q C 0LUzo 04 J W N � D 0 z W J w (n Of > W J ZZ to w 1-- 0�°0 Or- U) Q U J H U C� z w O Q a_ o SHEET C4.3 1 3 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 3 4 5 I 7 I I 10 11 12 J H G 24"RCP J INV=575.63' SD CURB INLET W/MHD TOP-581.63' INV 1N=57734' 15'RCP INV OUT-577.12'24"RCP F E D C A I hba =1\ \ \ I \ \ \ \ \ \ \ \ TMP 91-1 D 1' DOMINION CRANE & RIGGING, INC. \ DB. 1237 PG. 594 \ ZONED: LIGHT INDUSTRY J, \ \ \ \ \ \ \ \ O \I \ \ \ \ \ \ \ \ \ \ \SD INLE� KIIGRATE\ 2.9'X2.5' \ \\ \ \� \\ 6' \ \ \\ ` \ TOP=586.84' ` \ \ \ \ \ \ \ \ \ �� \ ` \ \ ` ` \ 6pS �� INV. OUT=584.39' 15"RC \ \ ` ` ` �' IN huh ° �I \ \\ \\-- __ ``\\ \\\\ `\\\ _ \` _`\\\\\\\ ,=_\ \-___-\\,`\`` -`\\ \ //,,, i _ _ •_ SCALE I "=20' 0 20' 40' 590 o/\ li �� _-----______ _- - / I TC \ p0 III \ I \ MHD 4 \ \ \ TOP=585.73' \ o ♦� `\ - - -- \ \ INV. 1N=583.08' NE 'n5' RCP INV 1N=583.13'(E) INV OUT=583. 0'15"RCP / 1 FNr� oN TC``��58) \\ \ \ \�O INLET -WI \�_ �59$ \ ' I CO 6"PVc \ 11 ` 86.30' \ \. �` \ TbP� 587.32' ` . - ` - - - - - - - - - TOP=58572' \� \ �/ / I I \ TC ^I s I \ INV. IN=�985.20' (SE) - - - - - - - - -- - - - - - - - - - - - - -- \ INV=s7s.aa' ll� S f VV�� III 587.38' TC \\ / INV. OUT=58453'(NW)15"RCP---------------------- - - - - -- \_ 584' I 106 8S _ ) IF I 586+ �\ TC 589.00' �` 3 _ _ _ _ -- - - - --- // \ \ 04 / / T 587.45' a TC / 89 ` \ - - - - - \ \ 11 (CO) 6" PVC \ 586.65' 588.46' TC \ / - - - - - - - 590 - - - - - - - - - - CL I 11 585_TOP=sa5.7s' ------ -- - - ---- -- --- ` ----- 588.9T- - -- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , ° 584 wu�g7s.s4' \ rc \ - T�--------^--------- -TC-\----97' = --r/ --- -- --- ------L-- -�-� \ 590 REROUTE EX. --- _ 15" RCP _ 6" PVC TO \ ` Pv 105 585.84' IRAR \ \ 588.44' \ - 5 - - - - - DAYLIGHT TO / - a - - - - TC TC ay POND' I I =5 2 5 S \-zw58' 585.74' c `58 Tc VDOT STD CLASS Al TC- \ 565.0� \ \ \ \ \ 0 - w - - - W-BROWNSTONE RIPRAP 584.14' \ \ \ jos _ - WIDTH 1 = 3.75' a I - - - \ \ \ \ \ WIDTH 2 = 9.25' \ o \ LENGTH = 8' I I 583.z8' DEPTH = 18" V - S84 \ \ \ \ �° I 11 \ \ \ \ � \ \ \ I 589.01' 589.01' BROWNSTONE RIPRAP CHANNEL FROM CURB CUT 1 \ TO BROWNSTONE I > \ \ \ 0 h0 GRAVEL FLOW I / I I \ \ \ � \ -w-` <- - _ - - ] N5? 589.orI I SPREADER (TYP.) I `\ \ w lI \ 1 FFFE=589.01' DRY POND \ \ \\ \S \\ T ® \ 588.75' \589.01' x I l \ 204 i 581.87' IIII II \ \\ ® _ \ 206 101 I 1 51 r) / l I I \ \ I ® 588.75' 205 \ \ ` l 1 583:31' \ I 208 1 / 15" RCP I I 100 203 `- I LO I \ L I {�'�� 1 589.01• 207 41 (, 1 O I Q \ � \ / 1� o I Llr' / ® 202 \h� 11 / // Ml/lD l /' 10 5 im \ / I I I I \ \l I Q b 1 1 TbP=5b2.72 / III / TOP = 588. 15' \ \� I 1 I I I INV. In1=576/23' ($W) 15" RCP I 1 \ I 1 7 I cr SD 1.5'X 1.5'GRATE , � I 1 � V I J I I � I 1 11VV IN=57 10//(W) 15"4CP COI 1 I I I / �" `TCP I I rr \ LO \ \I / INVIOUT4576NV *V-576 332N24"RCP h \ I / I I I I II I y INV. OUT = 58756' (NJ 4"PVC 21808.65' \� I \ \ \ / ) `\�`II +\ \\ \\ II I \\ \ \B0j.=57j5.93' / \ a 1�II / I / \ 211 \ Y\ \ \1 \ \ \ \ ( I\ \ \ I \ \ o ',� l I 1 I . I I , I ® \ \, 11 I 1 \ I `mom \\ `I \ `' Z0(�� ' 11 UP ,' / I III I \ 589.01' w `I 11 1 II \\ 201 �\ 1 / INV.- 74.55'll II I I �I 588.80' \ m • 1 \ \ I I I I I I I I _ \\ \\ 1 \ I I I I I \ 681.69' �N TC c / / II _ J/ 212 \I \ \ \ \ \ \ \ \ \ 1, II / �I I \ h 582.76' - - - _ J TC I II l I I I 589.01' 589.01' 1 \ 15$ CID \I L \ 24_"RCP / 584.73'�j-�j \ 582.33' TC TC 584.23' / TC I 1 (` \ I ® 584.43' 585.04' I I 1�X214' 6" PERFORATED PVC UNDERDRAIN i TC // I // I ( I \ � \ \\ \\, @ 1°� MIN. SLOPE \ a \\ 2 MHD \\\\\\ \\\ \\\ TOP=588.83' \ \ ® INV. IN=57703' 12" STEEL \ I INV. OUT=577.26'15"RCP \ \ \ TC TC TC / \ SD INLET W/GRATE Z \ \ \ \ \ ` \ \ i.!.?.. ...... ... \ I \ \ \ \ \ 584.99' I I � I � I TOP=587.82' Q \ \ \ \ \ \ r 583.83' < 584.90' \ \ I � \ INV 1N=583.3T8"PVC WEIR PLATE 1 \ \ °':::::::: :::::.S;i:SEi; ;:;,;.,,• \ J \ \ \ \ 17 p ' I L ' 00 I /NV. OUT=582.92' 12" PVC \ \ \ \ •p° \ � \ � TC 215 - \ I \ \ \ \ 584.74' \ \\ \ \ \ I �� Z -� ❑ ® I I 217 I I '� � \ T p I I I \ Q ,2•, y19 Tc 586.z3' I Id�_X221 %II 1% M N. SLOPE \ \ \ \ \ \ I I I , l ' I MHD \ TC I f �{C�� 585.74' I I I I \ \ \ \ / I I 1 TOP \ I _ I I / I I I I I \ / E�i"t• I �X22(7% / 1f71 INV IN ___ / i 36' ACCESS MANHOLE I INV. O \ \ I I l \ 586.06' 587.1 T p `SBa J . I I I I I I I I I I 6" PERFORATED PVC I I - - -Y SD INLET wiGRarE UNDERDRAIN @ \587.14' OPT 1% MIN. SLOPE ------ OU83.82'8"PVC Lo58557' 585105" I 132 LF OF 60" 00 ITC \ TIC' / I ' / I CMP DETENTION 584.24' 585.71' i' I I I i Il I 589.01' \\ PIPE y00 I I I I I I 589.01, Z I I i UFO--\ -- - I UFO - It ` \ / / °°y� 11 I ;TOF ! / \ I I II \\ °I ° I / / / FFE=589.01' \ I I I I I I I I 13/ 6" C.O. I I I I I II^ I III �� /�X21-------- ' I I I I II I MHD TOP II �1 /_ ' IP - 1 � ° I INV A - 6" C.O. INV IP Z 36" ACCESS MANHOLE INV c 1%MIN. SLOPE ® 6iC!.0%/ / / I d h 6" PERFORATED 4" C.O. UNDERDRAIN @ 580 � I I \ of m °I I \ \ \lo �° Ind / 1% MIN. SLOPE ® II Z � I I h� s'\P�C\ \ ° 4" PERFORATED b I INV= 78�'\ I I 1 11 _ s36 PVC UNDERDRAIN . I l - _ \\RecK ' I I I I \ _ ° ° ° ° 1 310 /' 4" C.O. ARMOR I sus 311 v_ 1 \\ \\ \ 1 I I I ° i ---- I \ 1 1 I � II II \\ \ \\\\ \ \ \ \ \ 1 '�583.88' i 12 I° -------- co I I 1 \ \ ----- I \ \ \ \ \ �!r•' \ \� I I \ 6" C.O. \ 8" PVC @ TRAFFIC RATED 8" ! `\ 0.75% MIN. SLOPE \ \ j TRENCH DRAIN I � I (TY /N I I1 I I I1 I 1 I1I II I II I 6"PVC I V I I I I 313 I / 0.75/MIN. SLOPE I ,-/ ------------- OUTDOOR FUN COURT 6" PV6-G@6 II I II I II II / / DM11NG/LEARNING I (REFER TO i s i / 1% MIN.'SLOPE HAR SPACE SCAPE I I I I I I (REFER TO I PLANS) /� I 4" PERFORATED HARSCAPE PLANS) I /SPN I PVC UNDERDRAIN I I I I / ) I U) W Z t= 0 U)�HU) O 05>Z- Z LLI =)z H 0_ aof0� Z - U v�JWO W >(Lau 0 U) U) Z Z O O 0 0 N (\I O W QU) Z O_ Y U C\j00 0 m N O J � � Y U5 N U5 U H W LU Z Z Lu Y Lu C0 U 0 2 Q � W /n Q Q_0� Q U J H r RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 '^0 CRMG W. J. KOTARSKi } Lio. No. 0402048507 7/ 2V 2022 .r VJ Z O Q O0 LU W LL O z W Q 2 Q a Q J O w a z 0 w > rZ^ NV L.L >U Z Q O w 0- Q L w C W Q i W Z O W z 0) % N LL xHX W > ,�,��x( W 0 Q WJ W J _j (� Z 0 0 O 6- 0 Q mO<Q U) CD U Z W j >01 0-1 d ry SHEET C5.0 E C IN IN 10 3 3 0 5 I 7 I 0 10 11 12 3 I 5 I 7 I I 10 11 12 J H G F E D C B A 24"RCP J INV =575,63' SD CURB INLET W/MHD TOP=581.63' INV. IN=57734' 15"RCP INV. OUT=57712' 24"RCP s81.87• 1 \ ' 101 15" RCP I ILo I 100 0 1 �— 10 II f00 I Il I �CIP" I I I I 1 h I \ �CP / \ 1\m I / \ a. Lo SCALEI"=20' 6 I b81.6C c/ // /' I I �I I-� � � 0 20' 40' �N \ 5 582.76' - - - _ / / TC a\ TC hhh I I I 1 Tc 584.23' TC 58 If4 I I I KEY PLAN _ ' 582.33' / I /\ s / 584.435.04' I /f t I I I I I -- \ , $IS i /I 583.?6' 1 \ \ MHD \ I \\. TOP=588.83' \ \ I INV 1N=577.03' 12" STEEL \ I \ T'\YI.•\'t,IcI 31"''\ '- u II I'I h � I '' I \ \l 1 \\ `v '\ \ \ I\ L'+rttt.c5' \' �I II�I� ` O\o `\ r ` >/ \ \ /7 ,I --/; �\I 1 II�I\I1II I �I I I II I II\I \ III II I I/\ II I IAIV \\1 1I III I I1I \I� I 1/ I IlIII II II II \ II�II\I I/ IIIII lII�I III/ \II III ^ II I IIlI \II`1IIII µ� 1I 1I I 1 iII � I II \ I J ° ra° .- II SD INLET T W/ GRAII TE--- -_—_I-_/NV /O-® —U/-_T=5 /X7- _ 72 2'63_ —' %15_—" _SR/CP_—\PN � ' 8' � QVZ 583.83' TOP=58782' lNV5.3T8"PVC WEIR PLATE TC 5849TINV OUT=82.92'12"PVC.0LiL TC e\ 7 / -2\ —1\ , - 5 584.74' —_ 1 \ \ 6\1/ \ "i1I iIII\ I I h ChhI I .\ O7,\ 217 I. 12 - - - - - - - - -- w y19 T TC 58623' I = 585.74' ZQ 586.06. 587.7 1 586.54' I6" PERFORATED PVC 585.5T SD INLET W/GRATE UNDERDRAIN @ TOP0 t8l!051 II587.taINVOUT=583.82'8"PVC 1% MIN. SLOPE 1/I ° --o 7.o 132 LF OF 60" � \CMP DETENTION TC TC 589.01' PIPE 589.01' Z584.24' 585.71' UFO(DD)6.P TOP=582 1 I°i FFE=589.01' lNV=579.U®13 13 6" C.O.3 6" PVC @ 1% MIN. SLOPE 6" PERFORATED 4" C.O. UNDERDRAIN @ �1% MIN. SLOPE Cal 6'\PVC\ 4"PERFORATED Nv=s\936'-- 310 RRCK PVC UNDERDRAIN ARMOR " C.O. 311 OI \ 312 — — —583.88' s° C.O. 8" PVC @TRAFFIC RATED °k" 0.75% MIN. SLOPE TRENCH DRA------ 4"CO. 0y (�.) OS \ ,\ I I I I I I f 1 6 PVC@ I313 0.75%MIN. SLOPE 16" C.O. OUTDOOR FUN COURT1 II�IDINING/LEARNING (REFER TO 1% MIN.SLOPEIIIQ X__` C 22 I ' I I SPACE HARDSCAPE I (REFER TO I PLANS) / / 4" PERFORATED I 1 II I I I I I I I I I II \ I II HARSCAPE PLANS) I /SAN I PVC UNDERDRAIN �, I I PN •�583.69' I \ _ a/ I \ I 4i y1 O-----I- SD RATE IN I I I I I I I 1 1 1 I 1 I \ 1 °\ 1 11-------- I 4" C.O. I 6° C.O. I I I TQZP-57 12' , \ / I 1 1 \ / Ic. I \ I / SPN I 1 I I I I I I I I �� -- -- /� - =-L-------- I I INV IN=569. (NE)-6" C' \ I I / 571 = 1 I I I I I I I I \ //584.05' ` I I _ 586 I INV OUT=570.57 SW)15" P I a I I I I TCi ° -' :\ ---- �--'� ® 585_------------�'��-- = I / I I I I I I 1 IL - 316 317 \ 583.56, � — I I I I I III I TRAFFIC RATED 8" I TC �/ -� 585.96' UG% �� TRENCH DRAIN w� GP \III 1\ 1\ \ -UGP I U\ \ _ —UGP— j /SPN/ l I SWALE TO INLET TC TC 584.04' �g4.69, 319 , I I 1 \ 320 I 7T / \ / 1 1 \\ \ \ \ / 1 I / / \ \• I . 1 .. l i I \ 'C /SPA -L ,� ,' TO _ _ - -TC _`-\ _ -L - -\\�\ -• - - - - - - , GL\\/Sb585.007 ' 323 s i / o \ \ v I / / I SWALE TO INL ' /I TO Ub �— —SAN SAN WEIR PLATE a 11 1 584I > - _ �w_-\Io�v - 58 / IN303 / _ ocK noo - 3 R j--- - - - -�\ 5\ \ I--- --- ---- _----- - ' 581�_---_ o I�.st MHO-�_- 581 ��X- X� I I ' TOP=569.35' l - - _ _ - \ INV. lN=564.20'(E)75"RCP--- - - �G— \_G_ \\ \ `\\�/\ -� 1G xi -----_ INV. OUT=564.20'(W) 15"RCP - - - - ` / --- - \ - --I-G \ 1 —�X - _ 5 PVC` _ _ — — — — _ IL —EX l9rl-ORJ�58(C64 _ _ _ — — — — — — — — — — _ 11 56,9 �580 \ 515/ /_ _ ____-----ROCK— _ ARIM SD CURB INLET —__ I \ \ \ ' ' _ _ — _ — — — _ _ — — — — RI O — TOP=572.16' _ — — I' \ \ \ \ , _ — — — INV. IN=568. I I' (E) 15" RCP ' 570 INV OUT=567.81'(W) 15" RCP 570 o E Mg law N N y� Q C > E E QvE v�i ; "0 3 t '+ U M W � • � O N ♦ Z N 7 • a • 5 x O vl Q � LL J � Q� C O+ O N v M a a � J ,o r W Y) Z ~O} O 0jz� Z LLI � z H a_ dof 0 � Z EE U v�JWO W >aao 0 U) U) Z z O O 0 0 N N W O N QU) Z O_ Y U O m N O) J U Y � (n N Uj U H WLu U5 Z Z Y Lu C0 3 U Q d 0 � U J H RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 ivl�T11 Op G 7( J CRAIG W. 7. KOTARSK1 Lie. No. 04022048507 2 AZe U) Z o Q O0 0 w LL Q O r z w Q 2 Q a Q J w z O > `z V >V//� W Z D Q Z O Z J J WW 0- G W CQ C W Q i W Z Q O W z 8 L.1_ C) % N �x XH w > QV 0-W Q W J J (m W Z 0ZZ� Q OJ Q O�Q U) CD U z W O Q 0-1 a ry 0 SHEET C5.1 E C IF NO - W 3 3 4 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J H G F E D C B A 206 588.75' 205 I 589.0l' \ 207 rbP=5b2.72' u� I I 1 SD 1.5'X 1.5'GRATE \ \ Q 1 I IMV. Il\1=57623'($W) 15"RCP TOP = 588.15' \ \ 1� 1� I 1 1 I I I INV. OUT = 587.56' N 4"PVC 588.65' /,VV. IM=57 . f0' IW) 15" RfCP O \ \ \ 1 1 /NV pV-576 23'/ (N) 8" #VC LO INV. Ic4 \ I \ \ ' / / // I I ro \ I OU357632'24"/RCP I I I 209 CID\ \ I \ \ BOj=57,5.93' / / / / 211 201 \ \ I ! 2RCP / / / \'�\ SCALE 1"=20' I Q I \ cn 1 1 \ I \ / IN �574.55'1 I 1 588.80' \ \' \ \ 1 \ \ \ I I I I 0 20' 40' 212 4OCK A IyMOR I \ CHANNEL \\ 589.01' L _ --- - \ \ 15t CP \ \ 24"RCP I I I \ - - - I / / / / / - - / .. .\ — - — \ \ \ ` \ \ X225�S>\\\\\'N ® \ 14' \ 6PERFORATED \ _` \\` `\ =—= = \—` _—``` \\\` \ cX26"PERFORATED \' \ PVC UNDERDRAIN ` . \ - \ \ \\ \ \ \ I\ \ 1%MIN. SLOPE ��\� \` SRO `� �� -_�\ �- _--__ _ _- \ \`� \ \\\ \ \ ''S60\\``\` \\n\\ / 2 MHD \• � � � � � \ \ \ y \ TOP=58883' \\\ \\\\\ \�`� `� �\�� \ \�\`�\ \\-- �`-_--��-_-----��-- \\\\\\\\`\\\ INV OUT=5.03' 72" STEEL \ \ k \ = _ _ - _ = _ - - - - - - - - \ \ ` \ \ \ \ \ \ \ \ \ \ INV. OUT=57726' 15" RCP \ � � � \ \ \ _ \ \ SD INLET P=5878E Z \\ \ \ '"'• \ \ \ \ \ \ \ \ \\ \ \� \ \ \ \ \ \\\\\ ® TOP=58782, BOT=576.9T Q 1 \ \ \ \ \ \.ICiiif: �:'.iii :.. G ` \ ` \ \ ` _\ - - _ _ - _ - - - _ _ - _ _ - - - - - - - \ ` \ \ \ \ \ \ .S N. \ \ \ \ \ \ \ INV. lN=583.3T 8"PVC WEIR PLATE N 1 \ \ <<:i:E%; :: _ _ _ 60 I INV. OUT=582.92' 12"PVC \ \ \ \ � \ iiii?iiiiiii;i5.; :..: ::•:•. \ � - � _ _ - - - - - _ - � � - - � � � - _ � -- -� � _ - � � � � \ \ \ \ \ \ \ \ \ \sue \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ ''i:5ii i;:c:;'i'.iiii;i 'iiliiiii:;•:. �_ _ _� \ \ \ \ \ \ \ \ I \\ \ \ s \ \ \ I I I 215 \�\ \' :: :;;iiiiiEEE'<iEs`Ee4''iE;\. y \ - � � - - _ � _ - ' -_ _ - ' - _ _ _ - - - - � _ ' - �- - _ � \ \ \ � \\ SS \ ` \ \ \ \ \ \ \ \ \ \ \ L 6"C.O. I�\` i S�j:O''i;i;;:;:;:;:;s:.., - - _ _ _ _ _ _ _ _ _ _ _ \_� �` \ \\ `� \ \ \ \ \ 7 SSA-•'i: ':: ;.Y :';<::; ::':iiilti;; ;:. X" — _ _ ` \ \ \ ` ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ I II t---------------- _ I �\ .•:;::::: :•:\-:pSisSr:•;o-"' X� �\ � � �\ � `�\ \ \\\ 6'S \ \ I ` I -__ ---- '--- I 6" PVC @ 1""':`.f':Ei;E:iEs•^:•siE:Ei;iit:'s:::;:.. . \ ` \ \ \ \ \ \ \ \\ \ d1 X22.1,; `;�X223% rX216' o \ \ ii \/ \ X� \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I II 1 /o MIN. SLOPE \ S> \ \ \ \ \ \ \ \ I •�'i;ii;iiliiiiiiii:'��iiiiiii' \ \ cs It ZIII ,TOP =5A.85' \S \\\ \ \>o\\ \\\\ \\\\ QI I I I I 1 INV. IN-A2.19'(S " \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 1 \ 4 11 II II 1 I INV. IN - 5 10' 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 1 I \ ------ / I INV OUT 1 81.70 / \ + \ \ \ \ \ \ \ \ \ 1 1 I 1 1 1 1 36" ACCESS MANHOLE I ( iE \ \ \ \ \ \ \ \ 1 \\ I 588 I 1 / :::: 1 \ \ \ \ \ \ \ \ \ \ \ 1 1 I I 586.06' 587.1 T\ p I / ® I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ it 1 1 I I 1 I 1 1 1 1 1 \ 1 \I \ \ \ I 6" PERFORATED PVCSDINLETW - `- /GRATE UNDERDRAIN 1 1 I I I I I I I I I I I I 587.14' TOP=588.28 1 /o MIN. SLOPE 1 — I-- I /NV. OUT=583.82' 8" PVC n � I I •::, •o-:: I I I I 132 LF OF 60"II 1 I ,' l l •' I I I I I I / \ \ I I I I I 11 1 1 1 1 1 1 1 1 1 I I I II j I l l l 589.01' \\ CMP DETENTION 589.01s•::::. ( 1 I I I I I I I I I I I I I I I I I I' I I \>"i'•iiil \ \ I I I I I I I I I I I i ' Z I I I I I l l l l l I � I I I I I I :iiii \ 1 I-- I I I I I I I - -- -' FFE=589.01' I\' \\ -I I II I I I I I I I I I I I I I It I I I I I I It I I I I I I I 13 I I I I I � ' � :�'"• \ \I '1 1 I ; I I I I I I I I I I I I I I I � I I 1 1 1 1 1 1 1 i l I 1 I l l l � °l ° / -- I I I 11 I \•. II I I I I 1 _ 6" C.O. \: I I II i//IIIIII IIII I II I II ;l 11 I1III I I1I I I I I I I I 1 1 1 1 1 1 1 I I I I I I I I I I I I / I I I I 1 1 1 I I 1 1 1 I I I I I 1 1 I 1 1 I I I; II l MHD I I .\ '••'':;:;:•':s::. I ' / a 11 I i j I I I I I I I 1 1 /; I/ I I I I, III ( I I I I I I I TOP=588.g�53' Ir \ ' , / I I I I I I I NV. 1N=5P{,2.5)4'(NW)�2 ST I I I I I l, l Z/ 6" C.036" ACCESS MANHOLE /NV. OUP=582.32I 75"RCP I l I ° I° i I 1 \.. •. .. , 11; I I I I I I I I I I I ® \ '..•�lll.Ii.ii<::.. / I/ I I I I I I I I I I I I I II 0 6" PVC \ •":o;oo;o-""< ' '1 I I I 1 1 1 1 , � I I I I 1 1; I I � I I 1 1 � 1 1 �; 1 1 1 1 1 � Ij / 1 /o MIN. SLOPE (D/ ® ° 6"rC.O. / '/ / � �' 'y';• \ 1 I I I 1 I I I I I I I l I l l l I\ I I - I \ l 1l 1 1111 I 11I I \ 580 — • .... 1 1 I I I I I I I 1 1 I ( I I I I I 1' III I I I, 1 j I I I I I c 6" PERFORATED PVC 4" C.O. I I I I / — .,•,,.,. • .l I I x l 1 I I 1 I l l I I l l I , I � I 1 n 1 � r I I\ I I I -� / \'i<h. ••„ I 1 1 I 1 I l I l, 1, 1 I, I I I UNDERDRAIN o , \ I I ♦I I \ _ /\ .lo —o °i / 1 /o MIN. SLOPE i x I I I I I/ `E i t I I , I If , / 1 I I II I I I I I II -- m ( i li i'ii i IIIIIII i11111 Ii IIIII i \ ilia Ian ° I II °I L Ir ---- - -\ 310 / 11 I I 11 4" PERFORATED l ems. o PVC UNDERDRAIN I I II II I iiil h ; I I I I j i III I" l ° ° 4" C.O. I I '� II I I I 1 , l I I I ps 311 all I° �\ 2 31/----------- I 12 � I;IIII / 1 1 1 I I I I I I III I I I I I I I I\ ti \ `siii I I I I I I I I I I I I I l \ I \ I � \ /" ® 6�� C.O. �z! °I\I I° I I // 4" CO. 4 \ 1 I x I I I II III II/ I I I �I\ I �i (TY .) 313 .:.:...:.::: •..:....... - I OUTDOOR I FUN COURT I I 1 k MINISLOPE I I x D M1WS/PLEAE NING I HAR SCALE I s I / ° I I I / I (REFER TO PLANS) l I 1 \ I I SPN I PVC UNDERDRAIN i / I I I / I \ 1 I,, 1 1 I l 1 I / I I I I I l l! 1 1 1 l 1 I 1 1 I l r I I HARSCAPE PLANS) / I / I i'EEii \ I ° '� J \I� �SPN-- I----,---'L,/ I I I; I I ,' l I I III I � ' I I 1 1 I °\ 4 0y- ' \ I I\ - -L---- I 4" C.O. I 11 1/ II l I ll 1 ll l l h l - .` I I 6" C.O. I I I sisS si:ii I I l I 5i ll / 1/ II I I I I I I I II I/ IIII I I I I I l / —,--- — 318 586 — / '' \ I IIIIIII' (IIIII lIIIIIIII,I/Il III11 Il ll I I 585_ 7`�— — / I I I I I I I 316 317 \ / \ I I SWALE TO INLET I I I r S TC TC — — — — — — — 1 — 585.96' �� /— I I TC / \ \ ;::: / / l l l l I l I l/ I I I I I l I l I I I I 1 1 l 1 I I I UGP/ TC 584.04' �5tT4.69' 319 -_ W ` \ EIEE°.. I l I / I I 1 I I l I \ 1 — N I O I 584.54' I ` \ I I� ^- \\ - ;i?i[ / / / /l l /I / / / l / / l I l 1 / 1 I P UGP ---- UGP - /SP ` I 0 c� I 1\ 320 I / I l l l 1 1 1 I I I I I 1 I 1 I l I I I 2 I / \ I\ \ , l // 1 I I/ 1, 1 1 l I 1 I l l I/ I I I I I I; I I I 1 / x ti =SPA1�- /' \---- -- 9 ----=�-` -- �-- _ -- I, 5.45'\ , / /1/l1/lI1//III l/IIIIIII I1I11 1 I 1 I / II I �j l l l l 1 1 I / I TC Ifl l l I I I l I 1 I l l( I I I I 585.00/ / TC 323 580.48' l/ SWALE TO INL / - I I 1 WEIR PLATE 1 1 I 1 _ I I / / I I / I 1 1 584 7 �'� 1/ 1 I Ill I I I 11 I II I I I I I I I I I I 11 /1 325 303 I I I III It I /IIII I I I I l l /, I I I 11 1 1 1 / l l I Ix I I w I / h 0 579.96' , ro I, 324 / / I I I I I I III I I I I I I I I l /' / -�°---� YIIft 3 N— d1 - 78.2s ---36" ACCESS MANHOLE (TC / TC -- %dl: a- - - 585 1 579.69' 578.33" IlI1I / I l -- —— X306, —Q----- 6 59 440LFOF36" sat RCMP DETENTION —— — — — —llllPIPE ---' � ARM 581 ' _G / Tc I q I / X �\ L �X� �X- ' - i -EK �ORJFavi'aQs4- - - - - - - - - - - - - - - -1.1 �)5� `I- / `S 9 1 578.98' \ _ - - - - _ I I - -TOP=587.89' �X— I EX. BIORETENTIO T-_ I 1 / \ \\\ _ -- _ _- --' ---� --- -_ _ — — — ---__ _ _INV lN=5776.35'(Nw/6=Lpk__ _—�I7C� /-_ _- / / _ _ _ _ 580 - - - - - - - - — - - - INV-1N37fi85'(NE)-IZRCP_ _ _ - - _ _� - / l I - - - _ � � � � � � - - i - - - — -INV. lN=573-94-(SE) E' PVC 575 -ROCK _ - _ /-__- -__- -- - - _----_%NV"DUT=S3.8C(SW�5"RLP----- --- -- ARM _\ - - - - 575 — -- - - - - - - _ _ _ -X �X/ / / / / - -71 _ -- _____ _ -- —570 — — — —--— --- — ——————— ----- ---- ———'------ --- —--_--------------- ———————————— — — — —— // //6 _„ 15"ROP W/•DES------- - - -- — —570 - — — --——� -- _ _--------— 1NV.=57-6X - - - - - - - - - - - - - - - - - - - - - - — —— _ __ _— — — i ,'--- ' l (————— —————————————————————— — — — — ——----------_—_—_-------_ — —— _ 560 --——————————————————————— — — — — ———--- — — — ——----------_—,'% /------ - - - - --------- --- - ---- - -_ -_- / / / - I ------560- - - - ------- - - - - -- �570----_r- -/' / / / /' - ------------------- ------ --- - 560 '7- / ''------------- - ----- KEY PLAN o E lawrn o N N y� Q C o E - E "0 3 U M W � ♦ � O N ♦ Z N 7 a x O9 to � LL J � Q � c o+ O N v M a a � J O F- �O ~ W U) Z ~OUl } O 0 z� Z LLI z H 0- Z U (1)JWO W >a(L0 0 U) U) Z Z O O m 1-- 0O O N N W O N U) � O_ Y U 00 o m N O) J U) Y (n N U5 U H U U5 Z Z 0 Lu w - 3: U LLI U) Q 0- 0� Q U J H RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 Ir.o11TH®> •� CRAIG W J. KOTARSKI Lie. No. 0402048507 ,a, 7/ 2V 2022 x_ U) z o a O0 0 w LL O z W F- Q a J w a O > `Z V �U Z� D Q Z O Z J J WW 0- Q G W ��w^ i W Z O Z � C) % 04 XHX W > 0W Q W -i J m ((p W Z 0Zz O::5°o 7� 0 Q Or-Q U) r-U CD U z W O Q 0-1 d 01 SHEET C5.2 E C IF NO - NO 1 3 3 4 5 ■ 7 ■ 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A ROUTE STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Mountain View Elementary School LOCATION: COUNTY: Albemarle Designed by: SAS Checked by: CK UNITS ENGLISH PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM- MENT (5) ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. EX109 EX110 104 0.210 0.480 0.101 0.101 0.000 5.000 6.542 0.659 584.930 583.130 211,278 0.009 15.000 Circular 5.961 0.000 3.206 1.098 EX107 EX108 104 0.320 0.440 0.141 0.141 0.000 5.000 6.542 0.921 584.990 583.080 63.749 0.030 15.000 Circular 11.178 0.000 5.515 0.193 105 104 106 0.000 0.000 0.000 0.242 0.000 5.193 6.479 1.565 579.880 578.600 43.703 0.029 15.000 Circular 11.052 0.001 6.385 0.114 207 208 206 0.000 0.000 0.000 0.000 0.000 5.000 6.542 0.000 583.500 583.000 16.451 0.030 8.000 Circular 2.281 0.000 0.000 0.000 205 206 204 0.000 0.000 0.000 0.000 0.000 5.000 6.542 0.000 582.900 580.100 57.798 0.048 15.000 Circular 15.399 0.000 0.000 0.000 203 204 202 0.000 0.000 0.000 0.000 0.000 5.000 6.542 0.000 580.000 579.100 25.219 0.036 15.000 Circular 12.200 0.000 0.000 0.000 211 212 210 0.110 0.780 0.086 0.086 0.000 5.000 6.542 0.561 584.400 584.100 19.349 0.016 8.000 Circular 1.629 0.002 4.246 0.076 209 210 202 0.000 0.000 0.000 0.086 0.000 5.076 6.517 0.559 584.000 579.100 74.097 0.066 15.000 Circular 17.991 0.000 6.642 0.186 201 202 EX200 0.000 0.000 0.000 0.086 0.000 5.262 6.457 0.554 579.000 576.420 41.976 0.061 15.000 Circular 16.011 0.000 6.104 0.115 215 UGD6 EX200 0.545 0.500 0.273 0.273 0.000 5.000 6.542 1.783 579.822 576.400 56.212 0.061 15.000 Circular 15.933 0.001 8.597 0.109 EX213 EX214 EX200 0.880 0.900 0.792 0.792 0.000 5.000 6.542 5.181 577.260 576.100 29.275 0.040 15.000 Circular 12.855 0.006 9.933 0.049 EX225 EX200 EX410 0.000 0.000 0.000 1.150 0.000 5.376 6.420 7.385 576.320 574.550 20.114 0.088 24.000 Circular 67.100 0.001 14.073 0.024 EX221 EX220 EX222 0.050 0.600 0.030 0.030 0.000 5.000 6.542 0.196 583.820 583.370 15.220 0.030 8.000 Circular 2.700 0.000 4.514 0.056 EX223 EX222 EX216 0.000 0.000 0.000 0.030 0.000 5.056 6.524 0.196 582.920 582.100 96.053 0.009 12.000 Circular 3.291 0.000 2.304 0.695 217 EX216 UGD5 0.000 0.000 0.000 0.030 0.000 5.751 6.305 0.189 582.000 581.200 16.190 0.049 15.000 Circular 14.356 0.000 4.092 0.066 213 EX218 UGD8 1.110 0.900 0.999 0.999 0.000 5.000 6.542 6.536 582.320 582.200 14.448 0.008 18.000 Circular 9.571 0.004 5.842 0.041 325 324 UGD2 0.130 0.900 0.117 0.117 0.000 5.000 6.542 0.765 574.269 574.079 37.910 0.005 12.000 Circular 2.518 0.000 2.819 0.224 303 304 EX302 0.000 0.000 0.000 0.000 0.000 5.000 6.542 0.000 574.098 573.970 16.125 0.008 15.000 Circular 5.763 0.000 0.000 0.000 EX307 EX306 EX302 0.140 0.510 0.071 0.071 0.000 5.000 6.542 0.467 580.640 576.350 71.064 0.060 6.000 Circular 1.791 0.004 7.691 0.154 EX309 EX308 EX302 0.140 0.520 0.073 0.073 0.000 5.000 6.542 0.476 578.230 573.940 31.000 0.138 6.000 Circular 2.712 0.004 10.417 0.050 EX301 EX302 EX300 0.000 0.000 0.000 0.144 0.000 5.050 6.526 0.941 573.840 573.630 27.189 0.008 15.000 Circular 5.676 0.000 3.431 0.132 311 310 312 0.070 0.790 0.055 0.055 0.000 5.000 6.542 0.362 580.400 580.300 9.636 0.010 12.000 Circular 3.930 0.000 3.130 0.051 313 312 316 0.090 0.090 0.008 0.063 0.000 5.051 6.525 0.414 580.300 579.900 73.717 0.005 15.000 Circular 5.154 0.000 2.523 0.487 317 316 318 0.000 0.000 0.000 0.063 0.000 5.538 6.370 0.404 579.850 579.350 96.565 0.005 15.000 Circular 5.034 0.000 2.464 0.653 319 318 320 0.160 0.490 0.078 0.142 0.000 6.191 6.174 0.876 579.350 575.884 115.529 0.030 15.000 Circular 11.186 0.000 5.435 0.354 323 320 UGD3 0.100 0.830 0.083 0.225 0.000 6.546 6.074 1.365 575.780 575.350 14.324 0.030 15.000 Circular 11.186 0.000 6.190 0.039 PROJECT: Mountain View Elementary School HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year DESIGNED BY: SAS Checked: CK INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. CIA. RPE Do (In) DESIGN DISCH. Clo (CFS) LENGTH RPE Lo (Ft) FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS HT (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim Bev Comments Vo Ho (Ft) 01 Vi QMi Vi 2/2g H Angle HA Ht 1.3 Ht 0.5 Ht 104 579.6 15 1.565 43.7 0.06% 0.026 6.385 0.158 0.921 5.515 5.08 0.472 0.165 63.88 0.264 0.588 0 FALSE 0.614 580.21 585.73 OK -5.52 EX110 584.13 15 0.659 211.28 0.01% 0.022 3.206 0.04 0 0 0 0 0 0 0 0.04 0.052 FALSE 0.074 584.2 587.37 OK -3.17 EX108 584.08 15 0.921 63.75 0.02% 0.013 5.515 0.118 0 0 0 0 0 0 0 0.118 0.153 FALSE 0.166 584.25 586.94 OK -2.69 EX200 576.15 24 7.385 20.11 0.11% 0.021 14.073 0.769 5.181 9.933 51.469 1.532 0.536 88.279 0.803 1 2.108 0 TRUE 1.076 577.23 582.42 OK -5.19 202 577.42 15 0.554 41.98 0.01% 0.003 6.104 0.145 0.559 6.642 3.714 0.685 0.24 57.695 0.384 0.768 0 TRUE 0.387 577.81 585.5 OK -7.7 204 580.1 15 0 25.22 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 580.1 584.41 OK -4.31 206 581.1 15 0 57.8 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 581.1 588.75 OK -7.65 208 583.53 8 0 16.45 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 583.53 588.75 OK -5.22 EX214 577.23 15 5.181 29.27 0.64% 0.188 9.933 0.383 0 0 0 0 0 0 0 0.383 0.498 TRUE 0.437 577.66 588.83 OK -11.16 210 580.1 15 0.559 74.1 0.01% 0.005 6.642 0.171 0.561 4.246 2.383 0.28 0.098 67.852 0.171 0.44 0 TRUE 0.225 580.32 588.65 OK -8.33 212 584.63 8 0.561 19.35 0.18% 0.036 4.246 0.07 0 0 0 0 0 0 0 0.07 0.091 FALSE 0.127 588.8 OK -4.04 EX216 582.2 15 0.189 16.19 0.00% 0 4.092 0.065 0.196 2.304 0.451 0.082 0.029 0.784 0 0.094 0 TRUE 0.047 588.83 OK -6.58 EX222 582.9 12 0.196 96.05 0.00% 0.003 2.304 0.021 0.196 4.514 0.886 0.316 0.111 92.332 0.221 0.353 0 TRUE 0.179 589.32 OK -6.24 EX220 583.9 8 0.196 15.22 0.02% 0.002 4.514 0.079 0 0 0 0 0 0 0 0.079 0.103 TRUE 0.054 N583.96 589.03 OK -5.07 EX218 583.4 18 6.536 14.45 0.39% 0.056 5.842 0.133 0 0 0 0 0 0 0 0.133 0.172 FALSE 0.228 588.58 OK -4.95 324 575.37 12 0.765 37.91 0.05% 0.017 2.819 0.031 0 0 0 0 0 0 0 0.031 0.04 FALSE 0.058 578.21 OK -2.78 EX302 574.63 15 0.941 27.19 0.02% 0.006 3.431 0.046 0.476 10.417 4.961 1.685 0.59 92.825 1.18 1.815 0 TRUE 0.913 575.54 581.71 OK -6.16 304 575.54 15 0 16.12 0.00% 0 0 0 0 0 0 0 0 0 0 0 0 TRUE 0 575.54 581.62 OK -6.08 EX306 576.75 6 0.467 71.06 0.41% 0.291 7.691 0.23 0 0 0 0 0 0 0 0.23 0.298 TRUE 0.441 577.19 582.52 OK -5.32 EX308 575.54 6 0.476 31 0.43% 0.132 10.417 0.421 0 0 0 0 0 0 0 0.421 0.548 TRUE 0.406 575.95 580.52 OK -4.57 320 576.35 15 1.365 14.32 0.04% 0.006 6.19 0.149 0.876 5.435 4.759 0.459 0.161 83.775 0.303 0.612 0.796 TRUE 0.404 576.75 584.45 OK -7.69 318 576.88 15 0.876 115.53 0.02% 0.021 5.435 0.115 0.404 2.464 0.995 0.094 0.033 3.876 0 0.148 0.192 TRUE 0.117 577 584.09 OK -7.09 316 580.35 15 0.404 96.57 0.00% 0.003 2.464 0.024 0.414 2.523 1.044 0.099 0.035 83.475 0.065 0.123 0 TRUE 0.065 580.41 584.66 OK -4.24 312 580.9 15 0.414 73.72 0.00% 0.003 2.523 0.025 0.362 1 3.13 1.132 0.152 0.053 37.597 0.065 0.143 0 TRUE 0.074 580.97 586.54 OK -5.57 310 581.1 12 0.362 9.64 0.01% 0.001 3.13 0.038 0 1 0 0 0 0 0 0 0.038 0.049 TRUE 0.026 581.13 586.49 OK -5.36 PROJECT MVES DESIGNER: SAS CHECKED: CK DATE 5/20/2022 UNITS:NGLISH INLET oF uFi aW W. Qua ¢ X U U a x ma y vi 6 3 vi V a w NW �-' a titi U A F wa 4 a 9�Vwzcl ' Zw Q a UrwL�W4 C, x E?z a z c Sag Inlets Only ti d 'z' w Z ¢ x o c H 318 DI-3A 2.500 0.025 0.90 0.0225 Back/Lt. 0.009RIGHT 0.055 0.30 0.0165 Back/Lt. 0.039 4 0.156 0 0.0150 0.0208 1.336 2.000 1.49701 0.0833 4.00481 3.50 Back/It. 0.025 0.90 0.0225 Ahead/Rt. 0.055 0.30 0.0165 Ahead/RL 0.039 4 0.156 0 Ahead/Rt. 0.312 0.0150 2.5 0.312 0.948 0.166 0.333 0.498498 2.948 3.797 Weir Flow 320 DI-1 2.000 0.055 0.90 0.0495 Back/LL 0.00YRIGH 0.005 0.30 0.0015 Back/LL 0.051 4 0.204 0 Back/It. 0.055 0.90 0.0495 Ahead/Rt. 0.005 0.30 0.0015 Ahead/Rt. 0.051 4 0.204 0 Ahead/Rt. 0.408 0.0100 2.000 2 0.408 1.164 T > 8.0 it 324 DI-3A 2.500 0.065 0.90 0.0585 Back/Lt. 0.000'RIGHT 0.059 4 0.236 0 0.0200 0.0208 1.478 2.000 1.35318 0.0833 4.00481 3.50 Back/LL 0.065 0.90 0.0585 Ahead/RL 0.059 4 0.236 0 Ahead/Rt. 0.472 0.0200 2.5 0.472 1.249 0.166 0.333 0.498498 3.249 5.005 Weir Flow o E o 0 N yi ¢ C > E E QvE 3 3 "0 V M Cq � • � O N ♦ Z N 7 ♦ ` 41 M 5 x O to ¢ LL J � > v�i c o+ O N _ �7 M o_ a � J o F- ,o r W U7 Z ~O U)cni--t) Z O 05>Z1-- ZQW0ILI z H o 0-ZU� U U)JWO W >D-D-o 0 U7 U) Z Z O O � � m N N N N O O N (\I O W QU) Z O_ Y U Q W N of O m N OY J U7 Y � U7 N U) U H W LU U7 Z Z LU Y LU U3 U Q 2 Q � W U7 6 CI 0- 0 � 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 Q CRAIGW 7.KOTARSKI Lie. No. 0402048507 7/ 2V 2022 x C/ J z U) Z O Z O¢ O o W LL O LZ 0 W J Fm Q Q U J o J U z0 / C/ ) Z LU O� m Z Q LULU 7~ /z _V m V J J w Q Q W z rn I.J_ C) \ / H N 04 > WW ' Q Z ' m W LL > 0 Z Z W H G N O i O O r Q U) U U) H U U Z LU O j Q 0-1 D- IY 01 SHEET C6.5 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A .7aUI EXIST. GRADE 585 585 580 580 /p 8"X6" rAPPING �Ly SLEEVE AND VALVE T�R< CONNECT TO EXIST F ,WAT E R L I N E 575 575 570 570 a 6 00 u') OUFH-1OZ 00 _w Ln ❑ ❑ a0 w W N(b 0zC> 0 +j ++0W �0m>_ U)0(D m ly 0b7 zXUU 0X if1 itl F0 F woo U.M.. ow�JU ��° N N Cl)OX<J U ZLL ZH H�ZLL Ow zw~0w > z� > OJ + z + z+ z + z M z M Z NZ w z M Z (Dz 00 + z W W W W �W �W �W IW (DW �W �w m m m m m m m m m m m u') u') 0 in ¢Lo ¢Lo ¢0 ¢0 ¢o ¢0 ¢u0 V V V H U ItH N U ItU Itc W U ItU V N 595 590 590 \ ' J 585 585 EXI T. GRADE L PROP. GRADE 580 PROP. 15" STRM STA 12+05.85 J / 580 — — — — — — — -- 1 49' 1 i 3.5' MIN. 1 575 575 EXIST. 15" STRM STA 12+25.77 PROP. 15" STRM PROP. 15" STRM STA 12+50.00 STA 17+76.59 570 1 1 1 570 565 565 a+rn in+nn 91+nn 91+rn 9+50 10+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11+00 12+U0 13+U0 14+00 15+U0 16+00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 17+00 2 STA 11+14.94 STA 10+00.00 TOP 586.94 TOP 587.46 INV IN 580.70 (C-D) 5q5 INV IN 577.97 (D-E) INV OUT 580.50 (D-E) 19+00 INV IN 582.80 (B-C) INV OUT 582.60 (C-D) 4 STA 13+75.87 TOP 588.76 INV IN 583.30 (A-B) INV OUT 583.10 (B-C) Sqf; EX. INV. IN=581.14' (N) 4" PVC EX. INV. IN=S .97' (NE) UNKNOWN EX. INV. IN=581.28' (E) 4"PVC EXIS. GRADE EX. INV. IN=S .55' (SE) 4-PVC 590 EX. INV. IN=58 .37' S 4" PVC 590 EX. INV. OUT 577.87' (W) 8" 1 IVC 585 585 1.2' 71 580 EXIST. 15" RCP f B-C 580 29.70' OF C-D 8" PVC 231.24' OF @ 1.01 % 8" PVC @ 0.82% BUILDINGCONNECTION 575 D-E 575 114.94' OF 8" PVC @ 2.20% 570 570 9+50 10+00 11+00 12+00 13+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 20 + 00 o E rn D N y� ¢ C > E E QvE 3 3 0 3 m � t '+ U M W � • � O N ♦ Z N 7 ♦ ` 41 M 's a 5 x O n¢ LL J � � In c rn O N _ �7 M a a � J O F- ,D r w U7 Z ~O U)cni--U) z O 0 Z�- zQwoiz H a dLJ ZU� U mJWO w > (_ 0- U ❑ U) U) Z Z O O � � m 0 0 N N N 0 w QU) Z O_ Y U Q W C\j00 0 m N OY J � U7 Y � (n N U) U H W LU U7 Z Z Lu Y Lu C0 3 U Q 2 Q � W � Q 0- 0 � Q UMMMMJ I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 'J CRMG W J. KOTARSKI Lie. No. 0402048507 7/ 2V 2022 x U) z Z O F O LZLU Q O z z w F- F- Q a Q J O LU ❑_ ¢ z 0 > > `Z V T 2 �U �C/) Z OQ w' W WLU —J m W U) Q 3: ❑ w LL o o J \w \ w H X N Q > O W OzW m Q J OZZ� 07 O5°o J =bra U) U D H U U Z w O Q 0-1 a ry 01 SHEET C7.0 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A _m :3r 2 L = O U MO N �..� N U .... U O O 04 W LL7 0 X N_ WO 'n0 f0 Cl) CY0 00 .N p N O N M O m ol.fn fo CD �..,LO 00 1It't 2Ncli fro CO r 04 O 000? - +� UU.) F �� C � fro u7 FlIka0 cl) LOZ0 O-00ZU)zj Z - 04 C4U)PZZ X�0ZZZZ LO m O > > L R _ V U')r L N l0 O N O cM .N... O N N p ti V 00 M C)a? O N O O ci m Co +06 M F mC)(Ui f- f- f_ fr c,j c0 LO - .+- 00 fq W j j rp '('z0 M. LoZZD NU)PZ Z Z NU)PZ Z Z FQF Ut-M 590 590 \ 585 585 HGL 580 207 580 16.45' OF 1 8"HDPE @ 3.04% 205 201 575 57.80' OF 41.98' OF 575 15" RCP @ 4.84% @ 6.15% 203 25.22' OF PROP. 6" DIP 15"RCP WATERLINE @ 3.57% 570 570 9+50 10+00 11+00 12+00 12+5 U 0 c 0 o to a0 C r _�ii U) Cb + w p a D o�OZ O N O M M (MO. 1-- r LO 'z aa> wU))P? 590 590 10 YR WSE 580.75 2 YR WSE 579.67 1 YR WSE 579.30 DRY POND BOTTOM = 578.00 PROVIDE STORMRAX TRASH RACK BY CONTECH OR APPROVED EQUAL. 585 585 580 580 ~ HGL 575 575 101 21.35' OF 15" RCP @ 3.09% TIE TWO EX. 15" PIPES TO NEW STRUCTURE MATCHING EX. INVERTS - SURROUNDING EFFECTIVE TOP OF POND AT 581.67' TIE PIPE TO EXISTING STRUCTURE AND PATCH HOLE FROM REMOVED PIPE 0 0 (' ww00 00 00 r 0i M r OrM M uY 000 00 4U7 U') LOZZ O �0>z z N C 'a V c 0 0 O p $ r m 08 06 � r fn o000 w LO Z aa- 0 U) O_ Z FQn 585 585 580 580 43.70' 17�F 575 15" R 570 P DRY HGL 575 570 POND Cl) Cl) M M a � 0 0 0 r M+ LO p10ELK O FQn Mfn OFZ Z cM CD M r- ao r w LO v ui LO + ,) r p�00 LOZ O CL MUPZ Z FQn EXIST. GRADE 585 585 [�77F ROP. L RADE 580 HGL 580 575 - 575 53' OF 115 .00% PROPOSED tRCP DETENTION SYSTEM 32 570 570 15" RC @ 3.00 565 565 p 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 STR 100 - STR EX102 STR 104 - STR 106 STR 318 - CMP #1 EX302 Cl) STA 11+31.62 W- TOP 581.71 Cqrttoo INV IN 573.97 (303) oo 0 INV IN 573.94 (EX309) o z INV IN 576.35 (EX307) M Q o - INV OUT 573.84 (EX301) w z ,JqF .riRF PROP. EXIST. GRADE GRADE A 580 _ 580 2' MIN. ACCES GOVER RISERS III \ IR WALL 575 575 303 16. 2' OF \ 570 570 @ .80% EX301 ROPOSED HGL 27.19' OF D TENTION 15" RCP SYSTEM @ 0 77% 565 565 12+00 9+50 10+00 11+00 12+00 12+50 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 15" 100 - EX102 578.00 577.34 3.09% 21.35 LF 15 inch RCP 105 15" 104-106 579.88 578.60 2.93% 43.70 LF 15 inch RCP 201 15" 202 - EX200 579.00 576.42 6.15% 41.98 LF 15 inch RCP 203 15" 204 - 202 580.00 579.10 3.57% 25.22 LF 15 inch RCP 205 15" 206 - 204 582.90 580.10 4.84% 57.80 LF 15" DUCTILE IRON 207 8" 208 - 206 583.50 583.00 3.04% 16.45 LF 8" HDPE 209 15" 210 - 202 584.00 579.10 6.61 % 74.10 LF 15" DUCTILE IRON 211 8" 212 - 210 584.40 584.10 1.55% 19.35 LF 8" HDPE 213 18" EX218 - UGD8 582.32 582.20 0.83% 14.45 LF 18 inch RCP 215 15" UGD6 - EX200 579.82 576.40 6.09% 56.21 LF 15 inch RCP 217 15" EX216 - UGD5 582.00 581.20 4.94% 16.19 LF 15 inch RCP 303 15" 304 - EX302 574.10 573.97 0.80% 16.12 LF 15 inch RCP 311 12" 310 - 312 580.40 580.30 1.04% 9.64 LF 12" HDPE 313 15" 312 - 316 580.30 579.90 0.54% 73.72 LF 15" HDPE 317 15" 316 - 318 579.85 579.35 0.52% 96.57 LF 15" HDPE 319 15" 318-320 579.35 575.88 3.00% 115.53 LF 15 inch RCP 323 15" 320 - UGD3 575.78 575.35 3.00% 14.32 LF 15 inch RCP 325 12" 324 - UGD2 574.27 574.08 0.50% 37.91 LF 12 inch RCP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 579.44 1.62' ES-1 for 15 inch Pipe 104 585.73 5.88' MH-1 106 580.04 8.78' ES-1 for 15 inch Pipe 202 585.50 6.50' 30" Basin - Circular Grate 204 584.41 4.41' 30" Basin - Circular Grate 206 588.75 5.85' 12" Basin - Circular Grate 208 588.75 5.25' 12" Basin - Circular Grate 212 588.80 4.40' 15" Basin - Circular Grate 310 586.49 6.09' 12" Basin - Circular Grate 312 586.54 6.24' 15" Basin - Circular Grate 316 584.66 4.81' MH-2 318 584.09 4.74' DI-3A 320 584.45 8.67' DI-1 324 578.21 3.94' DI-3A NOTES: 1. PROVIDE WATER -TIGHT FITTING WHERE PIPES OF DISSIMILAR MATERIALS CONNECT co N M = o Lo° �+00 a6��'o C,jo > FQn wU))�z Fqn 585 I 585 PROPOSED DETENTION S STEM 580 580 213 14.45' OF 18" RCP @ 0.83% 575 575 (o Ou 00 u') 9+50 10+00 11+00 STR EX218 - CMP #3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CO r- N N V W p 0 0 20Ci 00N Lo �o+a60 H �oLOZ O XO» FQn w fn � ? ? FQn 585 I 585 PROPOSED DETENTION HGL SYSTEM 580 580 17 16.19' OF 15" RCP @ 4.94% 575 575 570 570 FQF u') M r N o n a 0Nu'1 MO+ COH OLO0 O aaa> UZU PROP. GRADE 580 580 EXIST. -GRADE 575 575 PROPOSED HGL737.91' DETENTION SYSTEM 570 F 570 12" RCP @ 0.50% 565 565 9+50 10+00 11+00 STR 324-CMP #1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 o U a VVo co 00� 0 rn rn LO m ��Oz z 0 (^n C7 6HF0_>>> ^m N m tsUPZ Z a. O N E X U CM XCj � r.0 U 00 N N W O N U `_ `� ' �� p CM V _O 0 M .N.. 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IV' 575 @ 6.09% �- 575 PROP. 6" DIP WATERLINE 570 570 590 585 590 585 \ 580 HGL 580 74. 575 1 209 0' OF "DIP 575 570 570 9+50 10+00 10+75 9+50 10+00 11+00 12+00 12+50 9+59 10+00 11+00 STR EX216 - CMP #3 CMP #3 - EX200 STR 210 - STR 202 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 5 PROFILE SCALE o E rn o N y� Q C > E E QvE w 3 "0 3 A � � .y U M W • � � O N ♦ Z N 7 a O 5 x to ¢ LL J � Q� lA C (A O N _ �7 M rl a � J O F- ,o r W U7 Z ~O} z U)U7i_-U) O 0 zZ _ H ZW=)z 0- dof 0 LLJ - z U v)JWO W >(-ac) 0 U) U) Z Z O O � � m N N C) C N N W o QU) Z O_ Y U) C\j 00 o m N CY) J U) Y U) U N H 0 U) 0 W Z Z Lu Lu C0 3: U Q � LLLI U) Q 2 I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 7( Q CRMG W. J. KOTARSKi Lir. 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(1I ACH MOO \ _ (1)CEP OCC - \ (142 S>] PHL SNO \ \ \ EX. 20' WATERLINE \ �X222� ICJ \ I EASEMENT FOR ACSA I I ' _____ ____ _— __— ,.x, 1 1 1 1 \ DB. 1132, PG. 751 Q I \ DB. 1096, PG. 733 ATCHLINE - EE L �.1" ` \ - MATS 1E - SEE L 1 1 X21 F,' II I w I cfv�g� r� 1• x22i', = = = = = = I I' 11 11 N\ I FOR ACSA \ II / O (n `I �� \ IMATCHLINE - EE�1 I MATCHLINE - SEE L 1.3 _ I o \ I I I / T— I DB. 1132, PG. 751 \ ' I � I I I \ o \\ I \ / 'I J / I I / I \ ' • ' (5) VIB PZM (2) QUE RUB I I I \ I I • ---- / I I I I OI \\ / \ I i l ; 1 Q y\ \ I I // • ' (5)ABE PRO �I 1 1 1 1 1�," ' Cl (3) QUE PHE I I I I 394 S PHL SNO (5) VIB PZM ° I I I ','1� ` / ( (2)CORPRI I 1 1 (451 sp PHL SNO h I o \\ \ ' 1 I / 1 )COR RBR ° ° ° a (12) RHU GRO I I I I (302 Sh PHL SNO ' 51g I \ \\ \ (12) ILE SOF \ Q I ` (1)QUEPHE (13) ILE DEN 2 I I FFE=589.01' UFO / I I I I I UFO_ I I I I I (2) M (5� R FOR l P } AG JIM ° WILLOW TO REMAIN // \\ 1 I i A // I \\ II I I III^ "I ' �\ •' ° Z / I I I II </ N M \ �IIlk W' W I I O I I I/ ! 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HILL AND DONNA M. HILL DB. 1103, PG. 694 PLANT KEY TREES BOTANICAL NAME COMMON NAME NYS WIL NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO PLA OCC PLATANUS OCCIDENTALIS AMERICAN SYCAMORE QUE PHE QUERCUS PHELLOS WILLOW OAK QUE RUB QUERCUS RUBRA RED OAK FLOWERING TREES BOTANICAL NAME COMMON NAME AME BBB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY CER FOR CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD COR RBR CORNUS FLORIDA'RUBRN RED FLOWERING DOGWOOD MAG JIM MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA SHRUBS BOTANICAL NAME COMMON NAME ILE DEN ILEX GLABRA'DENSA' INKBERRY HOLLY ILE VER ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY ILE RED ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY W 8 —585,- _i 5 1 � — '-___\_ — — — — — - II 7- UFO— — — \ \ \ \ \\ \ ' ' _ ' CL IL 580 • _ — — \ / h /' — \ \ 1 / / / / / / / / / LOCATION EX. 20' EASEMENT \ FOR CENTRAL TELEPHONE •• • [,_,_• X�1 I / / , ' '— — _ _ , / J , / COMPANY OF VIR(9/NIA — — �` _ / / / /—_7•___` / // J I \\ i OB. 5$PG. 395 \\ $/ 580 i It7I / / / / 6 2 - 570CA, StE1:'e?0' 40' KEY PLAN - _ _ - - I , — ,x , U) Wz ~O} O 0 jz� Zw=)z I— a_ dof0U� z U v�JWO W >aao 0 U) U) Z z O O m � � NO O N N W o Q z Z � O_ Y U C� m o N It O) Y U Y 03 03 �> N Lu ~ W Q W z U z 3 Lu Y U < J H RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 VINT. BARNES -`11 No. 0767 7.13.2022 vJ z Z O a O 0 w LL 0 O ~ z w Q 2 F- Q a a0 J LU a Z z0 > �T 2 >V//� VJ Z� � QO w Z Z J WW Q J G LU LU J W in 0— Lw O W 04 �U'/^ VJ z W N Q z W LL mQOf> J 0 Z Z W H J 0OOQ rQ w U) 0 0 U Z w w d ry 01 SHEET L1.2 E C IF C W I I I 5 I 7 I I 10 11 12 z WE F 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 (64 so PHL SNO (5) PHY N12 ® (1) RHU WIN I LE SOF o (40 St] PHL SNO Q (47 sf PHL EME / L (3) ILE SOF a° (37 s> PHL EME \ \ I 1 1 \ I 1 I 1 co X �� f I I • • -- - - -, TMP91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA ' DB. 1033, PG. 313 \ I • a • ZONED: R1 PLANT KEY TREES BOTANICAL NAME COMMON NAME NYS WIL NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO PLA OCC PLATANUS OCCIDENTALIS AMERICAN SYCAMORE QUE PHE QUERCUS PHELLOS WILLOW OAK QUE RUB QUERCUS RUBRA RED OAK FLOWERING TREES BOTANICAL NAME COMMON NAME AME BBB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY CER FOR CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD CDR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD COR RBR CORNUS FLORIDA'RUBRA' RED FLOWERING DOGWOOD MAG JIM MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA SHRUBS BOTANICAL NAME COMMON NAME ILE DEN ILEX GLABRA'DENSX INKBERRY HOLLY ILE VER ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY ILE RED ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY (8) VIB PZM o- I (1) HAM VIR (3)VIB PZM (5) ABE PRO • (5)ABE PRO FLAGPOLE • `\ \\\ \\ \ \ \\ \ /` k \ --_ -_ _ -- - - \ \` \\ ` `\� \\ \ �Ss\� \ \�\\ \ \\ \\\\\\ \\\`\ *10 LHMOO 11 (1\s OCC ( \ 142-- /i ` —X EEL11\ MATG-SEEL1.1Ex2��X■�X221' 111 111 11111 111 111 111 111 NEI 1111 II / ,O \ \ \ \ \ \ \ \ \ \ I 1 1 1 1 I 1 \ \ MATCHLINE- EE-L1. I FOR z I I I \ \ \ \ + \ \ 1 1 I I I 1 \ \ \ \ 1 \ `Q MATCHLINE - SEE L1.3 I \ \ \ \ \ \ \ \ I , � - I OB. 1132, PG. 751 ` \ ' I 7 ® // I • ' (5) VIB PZM \ I I s&& ' I // • , // I II I \ \ I\ I \> 11 II II II III 11 II I 11 II 11 II II 11 II II II 1 11 II II IIII II II III II 11 II I (5) ABE PROI 1 1 1 I I I I I I I I ° ° ° // ° o (3) QUE PHE I I I I i \ \I I ,' / // \\ \\ 11 11 II 11 I 11 I II I1 I 11 II 11 II 111 II II 11 111 11 11 II II 11 I II II I I (394 s� PHL SNO (5) VIB PZM 2 COR PRI I •I (.) d'.------- J , ' I /\ I / 11 1 1 1 I I I I I I I I I I I I I I I I I I I (451 St] PHL SNO h l I I I 1 1 1 1 1 II I I I I I I I I I 1 1 1 1 1 1 11 1 (1) COR RBR I ° ° ° - -' (12) RHU GRO � I I I �� 1 f 11 \ I I \ I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I I (302 Sh PHL SNO , 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (12) ILE SOF z (13) ILE DEN \ I I I I I I I I G FFE=589.01' I }\ (2) MAG JIM - I Z/ N� C") Lu W ° I° I l i /l 1/ /� \ I I, I I I I' 1, I I I I I I I I I I O / / / / v , I I I, I , 1 I I I 1 1 1 , I 1, Lu W I I / , ' I I I I I I I I III It I,,11 IIIII „ /III RRMM ARCHITECTS, PC F I / I 1 I 11 1 1 1 I I/ 1/ I 1 1 I' l l I I I I It I I I (209 Sf PHL SNO ' J s&o " x 1 11 I 1, I I ( I I I I I I I I I 115 South 15th Street, Suite 202 F I I I 1 U U (8) VIB PZM --- I I I II II l i/ / l III I I I I I I I I I I I "I I I I I I I 1 1 I ( ) ° I , I , I , , , , I I I I I I \ Richmond, Virginia 23219 (3) RHU GRO I 1 1 I I 1 1 1 1 1 1 I' I I I 11 1 I I I I I I I I 804 277-8987 ( ) TH 1 I l l I 1 1 I I 1 I 1 1 1 1 I I I I I I I\ ° 25 VIB PZM / I I I I I I I I, �\ l I I I I I IIII I I I I I I I 1 1 1 I I 11 1 /I 11 1 \ AI' op,G I I / m Q I I I I I I I I 1 I I I 11 I� I (3)AMEBBB 1° `\ ° i ,y \ I I I I I I I I I'�\ \ 1 X/ I l i 1 1 1 ' I, I I I I I, i l l /' � \/ \\ \ � - (16) VIB PzM I I I I I I I I I, I, l l / U `y sB� I I I I I m!\ I I I I I I I I I I I I I I I V� T. BARNES 13.2022 I I I I I I I I I 1 / / I l No. 0767 I °I I ------ / . I I 11 1 I:\ • � I\ , I I I I I I � I I I I 1 1 � 1 1 � I I I � I' I �' I ! l l �J'C, �� II \\\ / 1 I - - - - - - - - - �-x \t 11 I I I I I I I I I I I I E E till/ l/' 1 I 11 I 11 1 jl�Ia /// 12 ao o a ri I \\ I I (20) ILE SOF'PN' S II I.�ll (15) ABE PRO \ I \I \ I I I I I I 451 l �l I 1 1 1 '--------------s�66 OUTDOOR I FUN COURT I S ! // I DINING/LEARNING (REFER TOI HARDSCAPE I I \ I I I I III 1 1 I I \ I I, 11 I, IIIIII ll 111 I I I I (REFER TO PLANS) / I I\ I sr'� I / I / I I I , 1 1 1 I I l 1 \ HARSCAPE PLANS) / / I / I 1, I I I I 1, I I I I I I I 1 1 1, 1 1 1 1, 1 I I I \ i Imo/ I I I I 11 1/ I l I 1 I D \ ■ \ / I N/ -- -- / / I I , l- / l I ', I I III / 1 1 1 1 I I I l 1 I 1 /SP --- I L- , I I I , I I I l 1 —I— It I' 1it I I /SP" I DKG P6. 1 C 0 n `rcP (5 / % \ ) VIB PZM W \ W I 1 , / � I I ��--- S P N/ / 1 % // I 1 (13) CEP DKG11 / W W (9) ABE PRO 1 W W - / O / I I I I I I' 1 1 I' I I l l l' I l l l 1 / I l I I I I / 40 (1) QUE PHE` (( I I I I' I, 11 1 1 / 11 1 1 1 (8) CEP DKG I I l l l I 58 / \ l I 1111 ll 111 I I I �� ' ' 3 COR PRI( `7 , (6) QUE RUB I I I 1 1 \ 0p0 v , v / I / I I I I I I l l l I I I I / I (3)AMEBBB - 58 O / �- " w 8 ,' 11 ' ' (1) COR RBR l l l l l l l l) l l l l l � 585 , --- /_-'It - --�— I 1 1 I l 1 I l 1 1 I I 1 --- �X -i -_-- -X14 _ X�� ----------------LI----- - -- -- = -��X— - /-� - ," _---------II ------------------ X�—___—� _ _------ - - _----------------- - - - -- -x_ x _'/ 515' �580 __� --- ------------ - --___ - - - - - ---- —__ �� _ X, x'/// ////Ill lll'I' 75 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - It -570- ----- - - - - --------------------------------------- I/ \ I / / - \ ` I 1 / / i / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - _ / / PRESUMED/APPROXIMATE _ _ _ \ I /' - \ \ I ' / LOCATI(JNEX.20' EASEMENT \ i - - - - - - - - - - - - - - - - - - - - - - - - 570 - - - - - - - - - - - _ - - � , , //' / / / / // /' ' / / / / / // / / / / / l / / ! / / l I I I h / , i ' I I , l / ' FOR CENTRAL TELEPHONE / /---- --- ------- -- --- -------- -- -- - --- - -- - -- ---- - - -- __60' ' COMPANY OFVlR6/NIA / - '/ ----- ---------- ------------ --- --- ------- - - - ---- -- 1 �' _ _ DB.58. PG. 395\ / -- - - --- - -- -- -_ g0 , _ ) II $` \ I / - - - - - - - - - - -565 - - - -- - - \ 5 / / -�__ \ \ ----- - - - -- __-_---- /--- -- --- - - - - --- -- - - -- - -- ------ --- --- - ----- ___ 560 /-- ---- -_- _ --- -- - - - - --- - - - - __ 570 1 �x._ SCALE 17-20' / - -- _ / 60 / __-------- -- --- -___ / / / A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A GENERAL NOTES PRUNE O LEADERS PLAN VIEW ROOT BALL PLANT SCHEDULE REMOVE BROKEN, ADLY DEFORMED, BRBADLY 12 GAUGE \ TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT RUBBING, NARROW CROTCH ANGLES, GALVANIZED WIRE NYS WIL 2 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 3.5" CAL. B&B PRE -CONSTRUCTION WATER SPROUTS, OR ROSS- 3-2"X2" \ PLA OCC 7 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B BRANCHES. HARDWOOD O � CONTRACTOR IS RESPONSIBLE FOR CONTACTING VIRGINIA 811 AT GALVANIZED WIRE GUY 12 GAUGE. STAKES ' QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 1.800.552.3120 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE ALLOW FORA SLIGHT AMOUNT OF QUE RUB 13 QUERCUS RUBRA RED OAK 3.5" CAL. B&B MOVEMENT LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. NOTE: FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO ONLY STAKE TREES WITH f C AME BBB 6 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6`-8` HT. B&B BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL LARGE CROWNS, 2" ti CER FOR 13 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 6'-8' HT. B&B BE VERIFIED PRIOR TO BIDDING. CALIPER OR GREATER, IF $' 2"X2" HARDWOOD STAKE, COR PRI 5 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 6'-8' HT. B&B � PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND LOCATED ON WINDY SITES, OR WHERE 2'-6"MIN BELOW SURFACE. COR RBR 3 CORNUS FLORIDA'RUBRA' RED FLOWERING DOGWOOD 6'-8` HT. B&B VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND TAMPERING MAY OCCUR. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK MAG JIM 2 1 MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA 6`-8' HT. I B&B INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND lu'' � r AND OUTSIDE OF ROOTBALL REMOVE TAGS, LABELS, AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-6" ILE DEN 39 ILEX GLABRA'DENSA' INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, NOTE) DO NOT WRAP TRUNK AWAY FROM TRUNKFLARE ILE VER 2 ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. IF FIELD GROWN, CUT AWAY ALL SET ROOTBALL FLUSH TO GRADE PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF OR 1HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER ILE RED 12 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. AND CONTRACT SPECIFICATIONS. CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH PLANT QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BIDDING SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER CONTAINER AND CUT CIRCLING ROOTS SOIL. ROOTFLARE SHALL BE VISIBLE AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PRUNE SUCKERS ABOVE FINISHED GRADE 6"SAUCER PER TEST RESULTS TO ENSURE PLANT HEALTH.77 1:1 SLOPE OF SIDES OF 1" COMPOST LAYER 77BACKFILL CONSTRUCTION/INSTALLATION PLANTING HOLE PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING NATIVE SOIL. INCORPORATE 2x SLOW -RELEASE GRANULAR LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS TAMP SOIL AROUND ROOTBALL BASE ROOTBALL FERTILIZER AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY WI FIRMLY WI WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED County of Albemarle LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS THAT ROOTBALL DOES NOT SHIFT �� OR TAMPED SOIL Conservation Plan Checklist— To be placed on Landscape Plans CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT DECIDUOUS TREE PLANTING DETAIL (Handbook pplll-2S4-111-297for complete specifications) * per Albemarle County ARB DESIGN GUIDELINES CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 1. The followine items shall be shown on the plan: �, LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND NTs ❑ Trees to be saved; STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ❑ Limits of clearing (outside dripline of trees to be saved); THE DESIGNATION OF BOTANICAL AND COMMON NAME. ❑ Location and type of protective fencing; STATE ROUTE 719 LF 1 LG TREE PER 35 LF WITH INTERSPERSED 573/35 =16.4 20 LARGE TREES 17 LARGE TREES* INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING ❑ Grade changes requiring tree wells or walls; ❑ 742/AVON STREET FLOWERING TREES 23 FLOWERING TREES AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT Proposed trenching or tunneling beyond the limits of clearing. THE EXISTING TREES TO REMAIN ACCOUNT FOR THE ADDITIONAL TREES NEEDED TO FULFILL THE REQUIEMENT INTERFERE WITH SIGHT DISTANCES. z. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL PLAN VIEW ❑ No L3 All trees edngshall eginund shall behetre mirkinth g as beenonpecteat a dandappght rovely d yaCole to quipmepectont rators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE DO NOT PRUNE TERMINAL ROOT BALL 12 GAUGE \ LANDSCAPING O F PARKING AREAS BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS LEADER OR BRANCH TIPS 3. Pre -Construction Conference: * p er Albemarle County ARB DESIGN GUIDELINES WHICH AFFECTS THE GUARANTEE. NEW 1/2" RUBBER HOSE GALVANIZED WIRE ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 3-2"X2" 12 GAUGE GALVANIZED WIRE HARDWOOD 4. Equipment Operation and Storase: REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED INSPECTIONS/GUARANTEE ALLOW FOR SLIGHT STAKES ' ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees MOVEMENT \ to be saved. 1 LG. SHADE TREE PER 10 52 PARKING SPACES 51/10 = 5.1 6 LG. SHADE TREE 8 LARGE SHADE TREES UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 3 2X2 HARDWOOD STAKES, 1 2'-6" MIN BELOW SURFACE. / 5. soil Erosion and sDetention Devices: aall PARKING SPACES CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL STAKE SHALL BE DRIVEN A ❑ Such devices shallnot adversely affect trees to be saved. NOTE: VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD MIN. 18" OUT FROM TRUNK PRUNE BROKEN 6. Fires: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A AND OUTSIDE OF ROOTBALL BRANCHES ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. BE INSTALLED AT A MINIMUM HEIGHT OF 12". FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. REMOVE TAGS, LABELS AND 2-3" MULCH LAYER TO -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; ONLY ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE PLASTIC SLEEVING DO NOT EDGE OF DRIPLINE. KEEP 7. Toxic Materials: THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND TO SUPPORT THE WRAP TRUNK 4-6" AWAY FROM TRUNK ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. OVERALL HEALTH OF THE PLANT. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS SET ROOTBALL FLUSH TO FLARE 8. Protective Fencine: . INCLUDING DEATH AND UNSATISFACTORY GROWTHDEFECTS GRADE OR 1-2" HIGHER IN IF FIELD GROWN CUT ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. LANDSCAPING OF INTERIOR ROADS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY SLOWLY DRAINING SOILS. DO AWAY ALL BALLING ROPES. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND NOT COVER THE TOP OF THE REMOVE BURLAP OR WIRE per Albemarle Count ARB DESIGN GUIDELINES I� Y THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE BASKET FROM TOPY3 OF 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 CONTRACTOR. VISIBLE ABOVE FINISHED BALL. IF CONTAINER GROWN, REMOVE submitted for approval. REQUIREMENT LF OF ROAD CALCULATIONS REQUIRED PROVIDED PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR GRADE CONTAINER AND CUT WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRUNE SUCKERS CIRCLING ROOTS ECOMPLIANCE 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 1 LG. SHADE TREE PER 40 LF 84 84/40=2.1 3LG.SHADETREE 6LARGESHADETREES OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 6"SAUCER BACKFILL PLANTING PIT submitted for approval. CERTIFICATE OF OCCUPANCY. 1" COMPOST LAYER WITH NATIVE SOIL. INCORPORATE 11. Trenching and Tunneling: �, REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 1:1 SLOPE ON SIDES OF SLOW -RELEASE ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling PLANTING HOLE GRANULAR FERTILIZER under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. SCARIFY SIDES BEFORE TAMP SOIL AROUND 12. Cleanup: 4 PLANTING 3 x ROOTBALL BASE FIRMLY ❑ Protective fencing shall be the last items removed during the final cleanup. PLACE ROOTBALL ON ROOTBALL WITH FOOT PRESSURE SO UNEXCAVATED OR TAMPED DIAMETER THAT ROOTBALL DOES 13. Damaged Trees: SOIL NOT ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. MULTI -STEM TREE PLANTING DETAIL NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. NTS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, — WIRE, AND BURLAP FROM TOP Y3 OF BALL B&B BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT n3SHRUB PLANTING DETAIL l 3 NTS REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER CONTAINER 6" SAUCER REMOVE CONTAINER. 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(SEE ARCH.) ISCALE 1/4"=1'0" P-101 I NEW CONCRETE 1,537 SF 1/14.0 I I SITE FURNISHINGS SYMBOL DESCRIPTION QTY DETAIL I S-101 PICNIC TABLE 1/14.1 S-102 PICNIC TABLE (ADA) 1 2/14.1 S-103 TABLE W/ SEATING 3 12/14.0 S-104 TABLE W/ SEATING (ADA) 2 10/1-4.0 S-105 UMBRELLA 5 9/1-4.0 N C') J LU , 111 111 co W W Z ' Z J J ME M o N U N � Q C O E O al E w3 0 3 s .ti U M m • • O N 0 • z N • Y M .of)�Q e C N N O ul Q C Ol O N � vv M d � O J O W t0 ~ W U) z ~O� U z o i-IU 0 z -- H Z W ::) Z d0_ OU L 0- Z 2 Q W U W U) O > o- 0- U 0 U) U) Z Z O O m H � 0 0 N N W Q L6 t` 0 z _O Q W �m o v U Y Y N 0) N Q ~ W 0 U Z Z W w O U Lu 0 o- 0 0 U RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 �p,LTH OFA p �C C) EVIN T. 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SH3AVd 313HONOO 1SV03dd ZOL d \ I \ I \ I I \ 0171/1 is 899 313HON00 M3N LOL d 1 \ \ I \ lIV130 AM NOI1dlHOS3(] 1081M1.S I \ `JNIAVd I \ \ 0'4l/h di LZL 821nO 313aONOO 30'd-ld NI (]321n0d I I \ \ lIV130 AM NOI1d121OS3(] 1081MhS I I / aano- / I � / / / / I I I I I I I I I I a V 8 0 3 j E) H r ZL I LL I OL 6 I 8 I L 1 9 S I ti I E I Z I 6 I D co I n I I m I m I 6) I = I — I c— I cn m m r W C.31 PROJECT SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS 1757 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 VIRGINIA DEPARTMENT OF EDUCATION: 002-15-00-103 DRAWING DETAIL HARDSCAPE PLAN D 1 0o I C-) 1 0 1 c 0� m� 3� �rf OD NJ N.) c 0o a) N cf) CO N 0 CD -n DATE 21 JUL 2022 PROJECT 49448 DESIGNED KB/MKW DRAWN MKW/CG CHECKED KB 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS 7-21-2022 TIMMONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS ..*0;;% TIMMONS GROUP 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com c- I 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 o E m 0 N U N � Q C > E a 1/8" WIDE SAW CUT O a CONTROL JOINT - y 3 v'd d< a d ° d LOCATE AS PER 0 3 o d ° PLANS s a d� U a J d d - 00 J CAST STONE CAP - CS19 • Z v M CONCRETE SLAB - Z 4000 PSI @ 28 DAYS ' v 1/2" MORTAR SETTING VDOT #21A • O v BED -CAULK JT. 1' 6 COMPACTED STONE #4 DOWELL X 6" LONG @ - BASE Con 24" O/C EPDXY SET-TYP. COMPACTED SUBGRADE v MORTAR BED 4' WASH - TYP. FLASHING v " - r �w 1/2" EXP. JT. TYP C F BRICK VENEER BRICK PAVERS 1" SAND SETTING BED 1 CONCRETE PAVING CONTROL JOINT #5 REBAR @ 18" O/C HORIZ. d 1„ HEIGHT VARIES 4" CONC. SLAB - 3000 �• = 1•_0• LAP 2'-4" @ SPLICES 2'-0" MAX. PSI 28 DAYS HEIGHT VARIES V-0" MIN. @ fn 2'-15" MAX. 4" LU Z •a �r 12" MIN. O d U >_ O 1 t __ i• i FINISH GRADE a FINISH GRADE Z F- 1 • • • • • 211 North Lindbergh Blvd a Z Z d •• •• III a Q �:a a c c 1/2" CAULKED EXP. a O W 0 J St. Louis, MO 63141 a„"' d_ - =:--. I _ ��0��. 800.231.1327te11314.754.0835 fax _ CY 1n d d JT. W/ BITUMINOUS a Z cD U o gs.com - • 1 a ° • - - �' JT. FILLER (4 Q W O W BLPU WSshowe beige with anovafurmshings.mm #5 REBAR @ _ � 0- 0- U Q champagne bronze pole. • • • • - • 000 • 8 , • Umbrella,• 12" O/C VERT. a - • • G a CONCRETE SLAB - • • • CON . F - -III d � � 4000 PSI @ 28 DAYS (q U • C FOOTING 300 0 ° Z Z • • _ d..a - PSI @ 28 DAYS Wa 6x6 10/10 WF O O - d 71/2' diameter octagon umbrellas with a push and pin lift system, standard fabric color. - a #4 x 24" LONG SMOOTH (3) #5 REBAR CONT. LAP IIII I- V-10" @ SPLICES _ ° 1 -2 v ROD SET IN GREASED m Material SLEEVE @ 36" O/C (2) The 71/2' diameter octagon umbrellas canopy is made of Sunbrella0 marine -grade acrylic fabric - � • o COMPACTED _ PER JOINT ON 6'-0" WIDE N N _ I that resists fading and mildew. Canopy includes a single, sewn -invent and a convenient storage tie. I canopy pp yheavy-duty, g y) p SUBGRADE SIDEWALK N N The cano is supported b fiberglass ribs with molded n lon'oints, hubs and endtips. s. Ribs o O O " flex in the wind and return to their original shape. Tested to withstand up to 50 mph winds. 95°/ S.P.D. - - N N \ The two-piece, 11/2" diameter, aluminum pole a is 90" tall and features an easy push up and pin lift system. n3" CLEAR 1 III III III III III III III III III VDOT #21A O 1 W 9LPU-WS shown in linen with 6" 1'-4" 6" COMPACTED STONE ~ _ champagne bronze pole. Umbrella includes a 3" high finial that screws into the top of the pole securing the canopy between the pole N N Q Z H and the finial. Overall height including the finial is 93" tall. BASE t` 0 O H (•_ 2'_4" COMPACTED SUBGRADEFish Y Thecanopy isavailableinstandardfabriccolors.Theumbrellapoleisavailableinpowdercoatedfinishes. L WALL DETAIL 2 CONCRETE PAVING EXPANSION JOINT Q Lu o Umbrella 9LPU-WS shown in pacific blue with champagne bronze pole. ' Color ss 3/�' - 1 •-�' ss 1 •-� NEW Fiberbuilt Watt5url Umbrellas With Solar Charging System See website or sales representative for color choices. N oo • 10-year fabric warranty with 5-year rib warranty _ The umbrella ships fully assembled for immediate use. N C14 V • SunTap Solar Charging Station features 2 USB-A ports, a weatherproof design, and an - Maintenance 8-hour battery backup Accessories ° CABLE TRELLIS SYSTEM OD Y - Maintenance -free; to clean, simply spray with a power washer. • Vented canopy with durable, marine -grade Sunbrellas fabric resists mold and mildew Umbrella Table Brace UBRACE Py P y P CAST IN PLACE CONCRETE WALL Y 7SQLPP-WS shown in terracotta • Strong, one-piece, 116" O.D. aluminum pole with push -and -pin lift system with champagne bronze pole. Warranty d ° LEAN NURSERY STAKE AGAINST THE WALL. N 0 Lu • SunTap Charging Station speed is equal to that of a wall outlet 10-year fabric warranty with 5-year rib warranty from the date of purchase. STAKE TO BE REMOVED AT THE END OF THE U Z Z Y • Fiberglass ribsflexinthewindandreturn totheir original shape MAINTENANCE (WARRANTY) PERIOD AFTER LU � Ur U • Minimal assembly required THE VINE HAS ATTACHED TO THE WALL G See full details and color options at anovaturnishings.com/Umbrellas. ° VINE 1/2" EXPANSION JOINT 0 12- 0 0 U [7 90.00"diameter ° Wattsun Lucaya Umbrella With Solar Powered Charging System, Push/Pin Design ROOT BALL 4" CONCRETE S.O.G. PER 3.90" CITY OF RICHMOND UNIT PAVERS 8' Diameter- Standard Color Fabric 8LPU-W5 100"H x 8'Dia. • 331bs. �. a- 4" x 8" WIDE ROUND -TOPPED SOIL BERM ABOVE STANDARD 9'Diameter- Standard Color Fabric 9LPU-WS 106'Fx9'DIa.•35Ibs• ° ROOT BALL SURFACE SHALL BE CONSTRUCTED 1/16" SAND SWEPT JOINT Wattsun Octagon Market Umbrella With Solar Powered Charges System, Push/Pin Design AROUND THE ROOT BALL. BERM SHALL BEGIN ALIGN Ti'Diameter -Standard Color Fabric 7MPU-WS 103"Hx7Y2'Dla.•26Ibs. - AT ROOT BALL PERIPHERY 3/4"BITUMINOUS SETTING BED Wattsun Square Umbrella With Solar Powered ChargingSystem. Pulley Design PRIOR TO MULCHIN, LIGHTLY TAMP SOIL AROUND 7Y2'S .-Standard Color Fabric 7SQLPP-WS 115"Hx7Y2'S .•331bs. 93.00" ° THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO - q q 0.50" fiberglass ribs ° NOT OVER COMPACT. WHEN THE PLANTING HOLE Umbrella Bases and Brace ! Y HAS BEEN BACKFILLED, POUR WATER AROUND 2" WEEP HOLE AT 6' O.C. • Base available in textured black, textured bronze and textured pewter THE ROOTBALL TO SETTLE THE SOIL -III III • U-Brace available as shown ° 4" LAYER OF MULCH. NO MORE THAN 1" OF 01.50"O.D. aluminum III 4" MIN. COMPACTED AGGREGATE BASE III III II Umbrella Base UB11 6"Hx11'Dia. •19lbs. MULCH ON THE TOP OF THE ROOTBALL -III ClT Umbrella Base UB15 6"H x 15'Dia. • 38lbs. Close-up of charger shown on black pole .125" wall thickness ROOT BALL - III- - I- 1/2" EXPANSION JOINT 1F{` v RESTS ON /��` - U-Brace UBRACE H"H x 1H'LD. • 1 lb. � � ,, -III i III- 11- EXISTING OR -III III -III III - III- �' COMPACTED SUBGRADE ARC.FI ITEG'.TS, PC. F ECOMPACTED - -1 SOIL z 1 115 South 15th Street, Suite 202 F •• �•� :.� Richmond, Virginia 23219 - w NOVA e T yT EXISTING SOIL N FINISH GRADE !1 /'1 (804)277-8987 op - j • • • • • SLOPE SIDES OF LOOSENED SOIL Umbrella Base UB71 ~Umbrella Base UB75 U-Brace UBRACE ' l LOOSENED SOIL. DIG AND TURN THE 3 UNIT PAVER AT CONCRETE ��NUTH SOIL TO REDUCE THE COMPACTION 1" = 1 -m" C� 6/11/2021 Copyright 2021 ANOVA• Manufactured in the U.S. Anova + .Better together. 800.231.1327 anovafurnishin s.comTO THE AREA AND DEPTH SHOWN �� Uobeat g I g NOTES: EVIN T. BARNES y - 1- VINES SHALL BE OF QUALITY AS PRESCRIBED IN THE No. 0767 ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS. C V 2- SEE SPECIFICATIONS FOR FURTHER Y.. 7. 13.2022 REQUIREMENTS RELATED TO THIS DETAIL. sc1pE AR�� 11 UMBRELLA MOUNTING HARDWARE 9 UMBRELLA C8 FT C.I.P. CONCRETE WALL W/ VINE E NTs NTs 1/7 = 1'-gr E 0 '^7 o • • 211 North Lindbergh Blvd. • • 211 North Lindbergh Blvd. • • 211 North Lindbergh Blvd. 6" x 9" EXTRUDED CONCRETE CURB, 0 • • • St. Louis, MO 63141 • 6 • St. Louis, MO 63141 • • • St. Louis, MO 63141 1' WITH FIBERMESH REINFORCEMENT. L Q • • • • • 888.535.5005 tel • • • • 800.231.1327 tell 314.754.0835 fax • • • • • 888.535.5005 tel CONTROUEXPANSION JOINTS 5' O.C. O • • • • 314.754.0835 fax ANOVA. SOetify@anovafurnishin¢s.com • • • • 314.754.0835 fax LU • anovafurnishings.com °Specify •••• sp�lsSET (B 8" ABOVE FINISHED Zanovafurnishings.com • • • anovafurnishngscomANOVAo • ANOVA. GRADE(TYP) � uare anded Steel Picnic Table with 3-Seats LU • • • • Material 46" square ADA expanded steel picnic table with three flat seats with traditional • • • • Material Q • • • • • The table is 46.25" square and features four flat trench seats with traditional edge, surface mount • • • • • The hold down unit is made of stamped steel and is protected with a high -gloss ° °' cc • • edges. The table to and seats are 3/4 #9 expanded steel with a diamond • • powder coat finish. The kit consists of two hold dawns. \ \\ \\ \ \\ /� Q a • 9 P Pa • _ D • • shapepattern. Table to and seats are protected b Fusion Advantage TM a Material • • The unit is designed to be installed on portable mount products with 2.38" O.D. \//\/ \/\//\// a w D plastisol coating with an average .125" thickness and a high -gloss powder coat. The table has a 46.25" square table top and features three flat seats with traditional edges and meets ADA tubing, to prevent them from being moved. P \/%\%\/%\/%\% ° ° ° III Q J The table also features a 1.56" diameter umbrella hole in the center. The table requirements. The table top and seats are 3/4 #9 expanded steel with a diamond shape pattern. The table / /\\j/\//\j/\\j/\ a IIII- _ O Z to extends 18.11"from the frame on one side, allowing for wheelchair access. Table to also features a Finish /\\/\\/\\/\\/ ° top is designed to support 100 Ibs per square foot and the seats will support < p gp . g pp p p q ® primer is applied to all steel components, providing extreme\/\\\ ° ° 1.64" diameter umbrella hole in the center. The tabletop Is designed to support 10016s. er s uare foot FUSIOOGUaM ., -III_ Z 200 Ibs per linear foot. -• pp p g g protection and durabili Com nents treated with FusionGuard //%//\ /\//\//\ O > and the seats will su ort 2001bs. er linear foot. rust fi htln ty. p0 \ \\/\\/\\�\\/ d � The frames are made of 1.66" O.D. steel tubing protected by a fade resistant The table frame and legs are made of 1.66" O.D. steel tubing and include two legs with feet that have exceed industry standard by 34% in testing by independent sources.S. o powder coat finish featuring a state Of the art primer proven to prevent rusting. predrilled.5" diameter holes for surface mountingto prevent movement. Frame Is portable In design allowing for flexibility In placement. Table must be surface mounted for stability and to comply with warranty and Federal regulations; Color - mounting hardware is not included. This product is available in the fallowing vibrant colors: Black, Blue, Bronze, -III-III-III- (- Finish Brown, Burgundy, Camel, Charcoal, Evergreen, Gray, Navy, Orange, Purple, 1" SAND SETTING BED, EXTEND 1" PAST '^ vJ U) Fusion Advantage is a heat fused plastisol coating that creates an impervious Finish Red, Sage, Silver, Teal, Vanilla, White, and Yellow. EDGE OF CURB ON COMPACTED SUBGRADE J - rustproof barrier and resists UV deterioration, mildew, staining and fading. The table top and seats are protected by the patented Fusion AdvantageTM finish. The plastisol coating has A2376 Assembly > F 1111 an average thickness of .125" and is encapsulated with a richly tinted, high performance powder coating The hold down kit PLANTING BED (TYP) The finish has been tested to the requirements of ASTM E1354 and is requires no assembly other than the installation procedure. determined to be in compliance with California Uniform Fire Code 1103.2.1.4.2. 7 �/ that won't rust, fade, peel, chip, crack, mold or mildew. The finish has been tested to the requirements of HOLD DOWN KIT Installation hardware is not included Z L.1_ ASTM E1354 and determined to be in compliance with California Uniform Fire Code 1103.2.1.4.2. TRI1111 A state of the art primer Is applied to all of the under supports, providing Fade -resistant, powder coated steel frame and legs feature a state-of-the-art primer proven to 2.38" diameter, two -hole stamped Maintenance OLIJ PICNIC TABLE extreme rust fighting protection and durability. Treated components exceed the sprevent ources rusting. Treated components exceed the industry standard by 34%in testing by independent steel hold down kit Maintenance -free. To clean, spray with a power washer. 4 CONCRETE LANDSCAPE BANDING U Q industry standard by 34 k in testing by independant sources. Warranty 46" expanded steel picnic table, Color Accessories 1-year warranty from the date of purchase. 1 1 /2" = 1'-z 8' Standard Fabric Color Umbrella 7LPU Color The following i5 list Of products the Hold w Q 4 flat bench seats with traditional See website or sales representative for color choices. 9' Standard Fabric Color Umbrella 9LPU See website or sales representative for color choices. Down Kit is Designed to accommodate: _j L C Hold Down Kit/Set of 2 A2374 edge, portable mount BRP300 Bike Rack F3063 8' Bench LL Assembly Assembly The table requires some assembly. Stainless steel assembly hardware is included. BRP300E Bike Rack F1105 9.5' Table I 1 1 Table requires some assembly. Stainless steel assembly hardware is included. BRP302 Bike Rack F1149 4' Table 4.50" w LJL.1 Maintenance Accessories TRI1111 model includes tamper resistant and stainless steel assembly hardware. The product is virtually maintenance -free and requires only periodic cleaning with a sponge and a solution BRP302E Bike Rack F1151 6' Table ��(( I ' I 8' Umbrella 7LPU of mild detergent and water to remove surface dirt. Do not clean with solvent or petroleum base products. 0.437" m W w 9' Umbrella 9LPU Maintenance C1060 6' Bench F11618' Table J The product is virtually maintenance -free and requires only periodic cleaning Warranty C1063 8' Bench F1170 15' Bench Q with a sponge and a solution of mild detergent and Water to remove surface 20-year limited structural warranty with 7-year finish warranty from the date of purchase. See full details dirt. Do not clean with solvent or petroleum based products. D1007 8' Table F1202 10' Bench IL 0 No O - P P on multi -year components at www.anovafurnishings.com/warranty.aspx. CRUSHED GRAVEL Warranty D1060 6' Bench F1321 8'Table 1.25" Z 0)Z 20-year limited structural warranty with 7-year finish warranty from the date of D3063 8' Bench F1338 6' Bench �� STONE AGGREGATE Q H N purchase. See full details on multi -year warranties for components at 01-64" 4,50" 5.81 \ LIJ www.anovafurnishings.cam/warranty.aspx. D1105 9.5' Table F2003 6' Table \_ BASE � W ; Q 7_ H LL 1.25 D2003 6' Table F2008 6' Table Z Lul _j 2.50" D2005 6' Table F2010 8' Table ADJACENT m Q Lu _j fb.50" D20148'Table F20148'Table PLANTING AREA L.J H U 46.25" SQ 75.24^ 425^� 36.25"�� 2.15" 75.25" - 46 FNONVIEWA-uotiNr J B wEwAA i F3044 4' Bench V J B - zs51^ � i D30206'Table F217310'Table FINISH GRADE Q Z Z � �2.15" -1 �f► 10.25" 27."' i l 0 Y77 D3023 8' Table F3018 6' Bench F3050 8' Bench �' O 0 88"� 2X0_25' 251 e^ F3131 SO' Bench �� _ T Q -, Z D3131 10' Table F3020 6' Bench 29.04" 1025 1 A A I F1030 4' Bench F3023 8' Bench HD21OA6S 6' Table d �� O � Of 19.77 �¢51.66^ ro U to 1� 5.00• 1.66" O.D. 3.25" 4-8" 18.111'" fl1, F1034 6' Bench F3026 15' Bench HD210ASS 8' Table _ - - _ _ _ _ 0 � U J 11 F1038 8' Table F3029 6' Bench RCPG6 6' Table - - , BACKFOOTMaI•dr F1050 6' Bench F3032 8' Bench XDA6G 6'Table -III-III-III-III-III-III-III III III 5" X 4' ALUMINUM 66.65" - Bg-75•� F1053 8' Bench F3036 4' Bench -III-III--III- -. _ - ~ U - XDA6GADA6'Table _ _ EDGING U Z SHIPPING INFORMATION -III-III-III III -III-III _ - 15" STAKE @ 24" OC O Q F1060 6' Bench F3041 8' Bench XDA8G 8' Table _ Unit Shipping -III-III- -III-III- NATIVE SOIL Q_' < Unit Shipping Unit Ship Size Max Units Pallet Size/Wt. - III_ III -III ( Unit Weight Wt. Truck Total No. Pkgs. Shipping Class D- ry Shi In Information cot. UPS w/Pellet Per Pellet (aa•x4a^) Shipping Information Shipping (1+units) I_ Unit Shipping Wt. Truck Unit Ship Size Max Units Pallet Nit. 220 lbs. N/A 249 lbs./unit 50 cu. ft. 3 50 lbs. 3 70 Unit Wit. Unit Shipping Unit Shipping Wt- Truck Max Unite Unit Nit. Unit Shipping Wt. UPS Total No. Pkge Shipping Class Piling Wt. UPS 1+ Units Unit ship Size r Pallet Pallet Nit. Total No. Pkgs Shipping Clams T (1+Units) w/Pallet per Pallet (aa'x48'� t ) P• _ 214 lbs N/A 232 lbs/unit 46 cu. ft. 3 50 lbs 3 70 10/6/2015 Copyright 2015 ANOVA® Made in U.S.A I Ids 1 Ibs/und N/A 1 cu. ft. N/A N/A 1 100 SHEET A Made in USA Revised: 01/28113-4 Copyright © 2013 ANOVATn Revised: 01/10/13-6 Copyright © 2017 ANOVA® Made in USA A TABLE W/ SEATING TABLE W/ SEATING (ADA) PICNIC TABLE MOUNTING HARDWARE ALUMINUM EDGING AT CRUSHED GRAVEL L4.0 1 NTS 1 0 NTS0 NTS = 1'-g' 1 1 1 2 I 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A REFERENCE NOTES SCHEDULE CURB SYMBOL DESCRIPTION QTY DETAIL HEIGHT WIDTH C-101 POURED IN PLACE CONCRETE CURB 121 LF 4/1-4.0 8" 12" FENCE SYMBOL DESCRIPTION QTY DETAIL HEIGHT MATERIAL MANUFACTURER COLOR F-101 4' FENCE 260 LF 6/1-4.1 4' ALUMINUM JERITH BLACK POWDER COATED F-102 8' FENCE 309 LF 5/1-4.1 8' CAHIN LINK TBD BLACK COATED GATE SYMBOL DESCRIPTION QTY DETAIL HEIGHT MATERIAL MANUFACTURER G-101 4' DOUBLE GATE 4/14.1 4' ALUMINUM JERITH G-102 8' DOUBLE GATE 3/1-4.1 8' CHAIN LINK TBD PAVING SYMBOL DESCRIPTION QTY DETAIL MANUFACTURER COLOR TYPE/FINISH FINISH SIZE P-101 NEW CONCRETE 5,053 SF 1/1-4.0 P-102 PRECAST CONCRETE PAVERS 435 SF 3/1-4.0 HANOVER M3701 GRANITE COLLECTION GROUND TUDOR 12" X 24" X 2" P-103 STONE DUST TRAIL 3,262 SF 5/1-4.0 SITE FURNISHINGS SYMBOL DESCRIPTION QTY DETAIL COLOR SIZE MANUFACTURER MODEL MOUNTING DETAILS S-101 PICNIC TABLE 2 1/14.1 BY OWNER 8' ANOVA F6420 A2376 SURFACE MOUNT S-102 PICNIC TABLE (ADA) 1 2/14.1 BY OWNER 8' ANOVA F1038 A2376 SURFACE MOUNT S-103 TABLE W/ SEATING 3 12/1-4.0 BY OWNER 46" SQUARE ANOVA F1111 A2376 SURFACE MOUNT S-104 TABLE W/ SEATING (ADA) 2 10/14.0 BY OWNER 46" SQUARE ANOVA F1308 A2376 SURFACE MOUNT S-105 UMBRELLA 5 9/1-4.0 BY OWNER 7.5' ANOVA 7MPU UBRACE (UMBRELLA TABLE BRACE) S-106 4-SIDED SHADE SAIL BY OWNER (DARKER SHADED COLOR RECOMMENDED) S-107 SHADE SAIL STEEL BLACK POWDER COATED 12' EMBEDDED CONCRETE FOOTING SUPPORT POST WALL SYMBOL DESCRIPTION QTY DETAIL W-101 8' TALL WALL 65 LF 7/1-4.0 KNUCKLE DETAIL ALL CHAIN LINK FABRIC, POSTS, AND ACCESSORIES ARE GALVANIZED (TOP SELVAGE KNUCKLED) & BLACK EPDXY COATED POST TOP RAIL TIE CORNER POST TENSION BAR 2.375" ROUND CONCRETE FOOTING 18" DIA 8' FENCE - CHAIN LINK 3/8" = 1'-0" 8 7 6 5 4 3 2 1 M¢�GCOPY! ]FD fd/26/1, D D 701" 2 13 Fill, 16 C C 46" B B " 221155n l" x l" STRINGER I6 5/8" SQUARE PICKET Manufacturing Co., nc. Philadelphia, PA 19154 (800)344-2242 _;.. j T t ' ALL POSTS TYPICALLY INSTALLED IN CONCRETE + DRAWAIG .�•4 10 IN ACCORDANCE WITH LOCAL CONDITIONS ; �'" LIBERTY FENCE A AND STANDARD BUILDING PRACTICES STYLE #00 - 48" HEIGHT A m 2005. This drawing may as be altered S ZE D LI48IJOOSN q or reproduced without the pearosalon of jwth Manufacturing Co., Inc. oar 7-2 MB seer 1 OF 1 8 1 7 6 5 4 3 2 11 FENCE NITS LOOP CAP 1.66" TOP RAIL POST TIE 1.90" ROUND LINE POST 1.66" BOTTOM RAIL KNUCKLE DETAIL ALL CHAIN LINK FABRIC, POSTS, AND ACCESSORIES ARE i► GALVANIZED (TOP SELVAGE KNUCKLED) & BLACK EPDXY COATED RAIL TIE GATE LATCH/ LOCK TENSION BAR 2.375" ROUND CONCRETE FOOTING 1 8' GATE - CHAIN LINK 4'-7" POST TOP 4'-0" 1.66" TOP RAIL FENCE HINGE 1.66" MIDDLE RAIL 1.66" MIDDLE RAIL 1.90" ROUND LINE POST 1.66" BOTTOM RAIL FENCE HINGE BOTTOM SELVAGE KNUCKLE RAIL TIE FINISH GRADE 1'-0" NOTES: 1. Additional styles of gate hardware are available on request. This could change the Latch & Hinge Clearance. 2. Available in standard or arched style. STANDARD INSIDE TO INSIDE (OF POST) j�LEAF OPENINGS 3,IV, $ &.6 lyz" STANDARD " H.C. L.C.0 H.C.0 LEAF WIDTH L.C.0 H.C. P (.082" SIDE WALL) V (.082" SIDE WALL) X 1 (.055" TOP WALL) X 1 (.055" TOP WALL) RAIL RAIL 471/z" %" SQ. X .050" WALL 471/z" '/p" SQ. x .050" WALL PICKETS PICKETS STANDARD HEIGHT STANDARD HEIGHT 4, 11/," SQ. X .125" WAIL 4, 1 5/" SQ. X.125" WALL GATEENDS GATE ENDS POST SIZE VARIES POST SIZE VARIES WITH HEIGHT (SEE j WITH HEIGHT (SEE POST -SIZING CHART) POST -SIZING CHART) 2" Nom J 2„ Nom. See Specification 3131d' See Specification 31316' for Footing TYp. for Footing TYP. Requirements Requirements Single Gate Arrangement Double Gate Arrangement POST OPTIONS 2" sq. x .060" wall (standard) or .125" wall 2.5" sq. x .075" wall or .125" wall Values shown are nominal and not to be used for installation 3" sq. x .090" wall or .125" wall purposes. See product speci5cation for installation requirements. 4" sq. x .125" wall JERITH LIBERTY OR JERITH LEGACY STYLE #000 SWING GATE 2-RAIL 00 JERITH.COM 1 800-344-2242 Experience a safer L and more open world ASM B" DOUBLE GATE NTS • • • • • 211 North Lindbergh Blvd. • • • • St. Louis, MO 63141 ANOVA. 800.231.1327te11314.75 efax specify�@anovafurnashines.com ings.s.mm anovafurnishin s com 0 0 0 0 F6420 - 8' Rectangular Expanded Steel Table, Portable Frame • • • • 8' rectan ular expanded steel table, traditional edge, 2 flat bench seats g p g , ,portable mount Material The table is 96.25" in length and features two flat bench seats. The table top and seats are 3/4" #9 expanded steel with a diamond shape pattern and feature a traditional edge. Table top and seats are protected by Fusion Advantage'", a plastisol coating with an average of .125" thickness and a high -gloss powder coat. The table top is designed to support 100 Ibs per square foot and seats will support 200 lbs per linear foot. The frames are made of 2.38" O.D. steel tubing protected by a fade resistant powder coat finish featuring a state of the art primer proven to prevent rusting. Frame is portable in design allowing for flexibility in placement. Finish Table top and seats are protected by the patented Fusion Advantage'"' finish. The plastisol coating has an average thickness of .125" and is encapsulated with a richly tinted, high performance powder coating that won't rust, fade, peel, chip, crack, mold or mildew. The finish has been tested to the requirements of ASTM E1354 and determined to be in compliance with California Uniform Fire Code 1103.2.1.4.2. Fade -resistant, powder coated steel components feature a state-of-the-art primer proven to prevent rusting. Treated components exceed the industry standard by 34% in testing by Accessories independent sources. 1-Hole Hold Down Kit -A2375 Color 2-Hole Hold Down Kit - A2376 See website or sales representative for color choices. Assembly Table requires some assembly. Stainless steel assembly hardware is included. Maintenance The product is virtually maintenance -free and requires only periodic cleaning with a sponge and a solution of mild detergent and water to remove surface dirt. Do not clean with solvent or petroleum base products. Warranty 20-year limited structural warranty with 7-year finish warranty from date of purchase. See full details on multi -year warranties for components at www.anovafurnishings.com/warrantv.asox. 64.25" 30.25" 10.25" 130.38" 28.23" 19.78" SIDE VIEW 17.00" 2.15" 10.33" TOP VIEW I 70.59"_ 96.25" FRONT VIEW SHIPPING INFORMATION Unit Unit Shipping Unit Shipping Unit Ship Size Max Units Pallet Size/Wt. Total No. Shipping Weight Wt. UPS Wt. Truck w/ Pallet Per Pallet (52" x 96") Pkgs. Class (1-4) Units n+ Units) 966Ibs. N14 2771bs./u1it 37.74cu. ft. 4 100 lb,, 3 92.5 04/04/2018 Copyright 2018 ANOVAO Made in USA. PICNIC TABLE NITS • • 211 North Lindbergh Blvd. • • St. Louis, MO 63141 0 0 0 888.535.5005 tel 0 0 314.754.0835fax specify mANOVAo anovafurfishihisscom Material • • The table is 96.25" in length and features two flat bench seats and ADA • • compliant extended end. The table top and seats are 3/4 #9 expanded steel • • with a diamond shape pattern and feature a traditional edge. Table top and seats are protected by Fusion Advantage TM, a plastisol coating with an average .125" thickness and a high -gloss powder coat. The table top is designed to _i support 100 Ibs per square foot and the seats will support 200 Ibs per linear foot. r/ The frames are made of 2.38" O.D. steel tubing protected by a fade resistant powder coat finish featuring a state of the art primer proven to prevent rusting. Frame is portable in design allowing for flexibility in placement. Finish Fusion Advantage is a heat fused plastisol coating that creates an impervious rustproof barrier and resists UV deterioration, mildew, staining and fading. F 1038 The finish has been tested to the requirements of ASTM E1354 and is determined to be in compliance with California Uniform Fire Code 1103.2.1.4.2. TRI 1038 A state of the art primer is applied to all of the under supports, providing extreme rust fighting protection and durability. Treated components exceed the PICNIC TABLE industry standard by 34% in testing by independant sources. 8' expanded steel picnic table, ADA color compliant, traditional edge, 2 flat See website or sales representative for color choices. bench seats, portable mount Assembly Table requires some assembly. Stainless steel assembly hardware is included. TRI1038 model includes tamper resistant and stainless steel assembly hardware. Maintenance The product is virtually maintenance -free and requires only periodic cleaning with a sponge and a solution of mild detergent and water to remove surface dirt. Do not clean with solvent or petroleum based products. Warranty 20-year limited structural warranty with 7-year finish warranty from the date of purchase. See full details on multi -year warranties for components at www.anovafurnishings.com/warranty.aspx. 2.15" 1 Shipping Information Unit Wt. Unit shipping Wt. UPS Unit shipping WL Truck Unit Ship Size Max Units Pallet Wt. Total No. Pkgs Shipping Class (1+ Units) W/Pallet per Pallet (98" x 32") 266 Its N/A 2831ts/unit 28 a. ft. 5 100 Ibs 3 70 Made in USA Revised: 01/25113-3 Copyright © 2013 ANOVAPl PICNIC TABLE (ADA) 2 NITS of O O N U N � Q C >E O a3' E N 0 3 M U U W • • O N O • � N � • N M • O na v� r � v C N 4 J DM1 a D; R rl a� v a M a� W J o w W U) Z H O U(��U) Z O 0 Z_ H ZQWOIZ D- dZU� U U)QWO >D-D-U W 0 U) U) Z Z O O H � m N N O O N N 1 W Q U to r; 0 Z 1 _O U) > C14 co C') m v U Y C:) Y N O) N Q ~ W 0 W Z Z W U � O U Q LU LU o o- o o v RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 tip,LTH Op �i "C J � EVIN T. BARNES v No.0767 77. 13.2022 �4 U) z Z O a U Lu W w _ O H z Q w H EL EL Q J O w z 2 O > �z V T 0 v, W J Z Q p LU U Ill-z � G Z W W J In W LU Q LL Ow0 Q W N 0)6 O Z 0 �ZW> > N H N X Q LU O Lu LU J a- a m Q Of L'i � US U`^ J 0ZZ� U W C0 O000 U cn 2 �a _ I�U J I- U W 0 Z 0-1 IY C- 0 SHEET L4.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 I D po 1 n 1 0 1 m I T I G) I = I - I c- I I z Sf91 % 5m Or NJf forAUM YM NJt5 0 5MM MU RMWk%U o 0®� V v ' V' Yd' 1119w/ smwrmm. N C) 7Q Q O S QN O 0 � UN C% N 90 � w � x m m r IV PROJECT SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS 1757 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 VIRGINIA DEPARTMENT OF EDUCATION: 002-15-00-103 DRAWING LANDSCAPE NOTES AND DETAILS C con� m� 3 ICY �Q, y N.) -4 x ��a' m OD N Cf) cT CO N 0 CD -n DATE 21 JUL 2022 PROJECT 49448 DESIGNED KB/MKW DRAWN MKW/CG CHECKED KB 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS 7-21-2022 TIMMONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS TIMMONS GROUP 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com c- I cn m m O n 0 1 PROJECT MOUNTAIN VIEW ELEMENTARY SCHOOL ALBEMARLE COUNTY, VIRGINIA DRAWING WATER SYSTEM HYDRAULIC ANALYSIS - LAYOUT m D m I n o m m c Cot) V 3��a a X n WD CD z do o \ �m < X CD -3 /� e O rn x N<co 0 r ti N 0c) 5. Q w v N wN. N O O O 04 T G) I m DATE 05/20/2022 PROJECT 49448 DESIGNED S.H. DRAWN S.H. CHECKED B.S. 5-20-2022 TIMMONS VSMP AND SITE PLAN REVISIONS PER COUNTY COMMENTS MARK DATE BY DESCRIPTION REVISIONS c- I ..67% TIMMONS GROUP 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com c- N W cn I eL v C N 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A SIMULTANEOUS FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 2/18/2022. TEST LOCATION A IS THE EXISTING HYDRANT (ACSA HYDRANT #11134) LOCATED IN THE PARKING AREA ON THE NORTHWEST SIDE OF THE EXISTING MOUNTAIN VIEW ELEMENTARY SCHOOL. TEST LOCATION B IS THE EXISTING HYDRANT (ACSA HYDRANT #12685) LOCATED ALONG FOUNDERS PLACE ADJACENT TO THE NORTHEAST CORNER OF THE EXISTING ALBEMARLE HEALTH & REHABILITATION CENTER. THE AVAILABLE FLOW CURVES ARE SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-5 (TEST LOCATION A) AND H-1 (TEST LOCATION B) IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. • ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. •• INFORMATION OUTSIDE OF SURVEYED AREA IS BASED ON ACSA GIS. • PRESSURE LOSSES FOR THE EXISTING METER AND ANY BACKFLOW PREVENTION WERE NOT INCLUDED IN THIS ANALYSIS AND MUST BE ACCOUNTED FOR BY OTHERS. • THE MAINTAIN OEBASED 0FOLLOWING: A MINIMUM RESIDUAL PRESSURE EOF 25 PSI FOR THE AVERAGE •• MAA ERAGE DAILY AND MAXIMUM DAILY DEMAND •• MAINTAIN A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR THE PEAK HOURLY DEMAND SCENARIO AND ALL FIRE FLOW SCENARIOS. FLOW DEMAND CRITERIA • PEAK HOURLY DEMAND: •• NEW ADDITION = 65 GPM AT J-3 ••• PEAK HOURLY DEMAND WAS PROVIDED BY SIMMONS, ROCKECHARLIE, & PRINCE, INC. • AVERAGE DAILY DEMAND = PEAK HOURLY DEMAND / 2.75 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • IT IS ASSUMED THE DEMAND FOR THE EXISTING SCHOOL WAS ACCOUNTED FOR IN THE FLOW TEST RESULTS. AS SUCH, THE DEMAND FOR THE EXISTING SCHOOL WAS NOT INCLUDED IN THIS ANALYSIS. • SPRINKLER DEMAND = 300 GPM AT J-3 •• SPRINKLER DEMAND IS BASED ON EXISTING FIRE PUMP FLOW RATING AND WAS PROVIDED BY SIMMONS, ROCKECHARLIE, & PRINCE, INC. • REQUIRED D DEMAND IS BASED S D ON VIRGINIA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLE B105.1(2) AND •• HYDRANTS SELECTED BASED ON LOWEST AVAILABLE FLOW IN AVAILABLE FIRE FLOW TABLE SHOWN ON THISSHEET. 0 0 0 H-4 = 1,000 GPM ••• H-6 = 1,000 GPM CONCLUSION • BASED ON THE INFORMATION PROVIDED THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC AND FIRE SCENARIOS. • MEP SHALL REVIEW RESIDUAL PRESSURE RESULTS FOR DOMESTIC SCENARIOS AND DETERMINE ANY NECESSARY PROVISIONS FOR THE DOMESTIC PLUMBING SYSTEM INTERNAL TO THE BUILDING. • MEP OR FIRE PROTECTION ENGINEER SHALL REVIEW RESIDUAL PRESSURE RESULTS FOR SPRINKLER SCENARIO AND DETERMINE ANY NECESSARY PROVISIONS FOR THE SPRINKLER SYSTEM INTERNAL TO THE BUILDING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • THIS HYDRAULIC ANALYSIS DOES NOT MAKE ANY STATEMENTS REGARDING THE ABILITY TO MEET ANY FIRE CODES, STANDARDS, OR REGULATIONS. THESE RESULTS MAY BE USED BY OTHERS TO DETERMINE THE ADEQUACY OF THE SYSTEM TO MEET FIRE SAFETY REQUIREMENTS. AVAILABLE FLOW CURVE Available Flow Curve Simultaneous Test Location A - ACSA Hydrant 11134 30 HYDRANT FLOW TEST Test Date: 2/I8/2022 Test Time: 10:19 a.m. A�•r�eerrgrwt(OY" �y Date of Report SrviceAut 46rity Hydrant Flow 2/18/2022 Test Report ELEMEN -.. •pw.y la.ncaur-.rvw .x tml h>rl •rr1•ns Location KALE TARY SCHOOL Pressure Zone URBAN RING Date and Time of Test 2/18/2022 10:19:00 AM Minutes of Flow 2 Pipe Size (Inches) 10 Pressure Hydrant 11134 Static Pressure (psi) 26.2 Residual Pressure (psi) f ZS El Q20 Looped El Q20 Multiple Inline Hydrants ❑� Q20 Single Flow El Sprinkler Test Single Flow Flow Hydrant #1 11136 Pitot Pressure #1 (psi) 18.7 Yellow 1 ❑� Test Flow 1 713I Flow Hydrant #2 7 Pitot Pressure #2 (psi) Yellow 2 E] Test Flow 2 o LLFlow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 0I �otal Estimated Flow (gpm) 713W W A Q20 Calculation (gpm) (No value in MO indicates insufficient pressure drop for WO OR a sole sprinkler test.) Comments Dual flow test. 11136 and 12686 were opened simultaneously. For method of calculating Fiat )low with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and W Operations AW A. For yellow Pollard diffusers, a best fithird order polynomial equation mine POIlaN flow vs. pilot pressure gauge is used. Estimated Consumption (gal) 1426 For use for water audit Signature of Tester: AVAILABLE FLOW CURVE Signature of Tester: AVAILABLE FLOW CURVE Available Flow Curve Simultaneous Test Location B -ACSA Hydrant 12685 40 35 30 25 N o. e 20 d 15 10 5 0 0 500 1,000 1,500 2,000 2,500 3,000 Flow (GPM) HYDRANT FLOW TEST Test Date: 2/38/2022 \ Test Time: 10:19 a.m. Observed Static Pressure: 38.3 PSI Ohersed Residual Pressure: 35.9 PSI Observed Flow: 833 GPM \ \ � \ \ Observed Flow - -Projected Flow DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting. Projected flow beyond the observed flow is only an estimation. Albemarle{ountq Hydrant Flow Date ofReport I Service Authority I 2n8/20221 Test Report Location ALBEMARLE HEALTH AND REHAB Pressure Zone (URBAN RING Date and Time of Test � 2/18/2022 10:19:00 AM_ Minutes of Flow 21i Pipe Size (Inches) 10l1 Pressure Hydrant 12685 Static Pressure (psi) 38.3 Residual Pressure (psi) � 36.9 ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants ❑� Q20 Single Flow El Sprinkler Test Single Flow Flow Hydrant #1 12686 Pitot Pressure #1 (psi) 24.9 Yellow 1 ❑� Test Flow 1 831. Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 ❑ Test Flow 2 0. Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 0' 4otal Estimated Flow (gpm) 831 V1W WA Q20 Calculation IBPmI I(Nq value in @0 indicates insufficient pressure drop for @0 OR a sale sprinkler test.) Comments Dual flow test. 11136 and 12686 were opened simulaneously. For method of calculating Fiat Dow with a red Pollard diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA. For yellow Pollard diffuser; a best fit third order palynomial equation of the POIIaN flow vs. pitot pressure gauge is used. Estimated Consumption (gal) 1662 For use for water audit Signature of Tester: RESIDUAL PRESSURE RESULTS (PSI) FLOW SCENARIO JUNCTIONS HYDRANT'S J-1 J-2 J-3 H-1 H-2 H-3 H4 H-5 H•6 ELEVATION 584.4 586.9 584.4 556.0 557.0 564.0 588.0 586.4 584.3 STATIC 27.0 26.0 27.0 39.3 38.9 35.9 25.5 28.2 27.1 AVERAGE DAILY DEMAND (ADD) 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 MAXIMUM DAILY DEMAND MDO 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 PEAK HOURLY DEMAND HD 27.0 26.0 27.0 39.3 38.9 35.9 25.5 26.2 27.1 MDD +SPRINKLER DEMAND 26.7 25.7 26.6 39.0 38.6 35.5 25.2 25.9 26.7 MOD +REQUIRED FIRE FLOW DEMAND 22.6 22,0 21.9 366 355 319 20.8 222 22.0 AVAILABLE FIRE FLOWS (NON -SIMULTANEOUSLY) FLOW SCENARIO �� H-1 H-2 H-3 H4 H-5 Hsi ELEVATION (FT) 556.0 557.0 564.0 588.0 586.4 564.3 AVAILABLE FIRE FLOW (GPM) 2.816 2.375 2.133 1.799 2.393 1,851 PRESSURE AT FIRE FLOW NODE (PSI) 29.1 30.4 28.7 20.0 20.1 20.1 MINIMUM PRESSURE DURING FIRE FLOW (PSI) 20.0 20.0 20.0 20.0 20.0 20.0 NODE OF MINIMUM PRESSURE H4 H4 H4 H4 J-2 J-3 'AVAILAtlLt F•IKt hLVW IS GALGULAI tU, NVN•S7MUL IANtVUSLY, UUKING t Mt M1WAMUM U/4LY UtMANU At AST51 tM MNIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. PIPE REPORT LABEL I IT LENGTH (FT) DIA (IN.) P-1 454 10 P-2 346 10 P-3 109 8 P-0 81 B P-5 350 8 P-6 139 10 P-7 445 10 P-0 4 6 P-9 896 8 � 1521 sAfryar.r 118NVIfJ, Ownrsrdp Yothearafn, ACBAO•nN �o N ,rnth 9avfa. 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Cm1aaACSAdirectivr«apaetic ability wratlona 0 80 Aerial lnapery®Commonwaellh or Viry nle 1fi0 240 320 Feet III' 'h ir�111 till l a - Plammalrk laa+e I>mpedy ofcoumy ofNbemede NGSN SIen MMT0120TY - oE o ILo, N U Q C E O � _� N 0 3 m � U M W • • � N 0 • Z N � • N M • DX O Ln a ai � r � v C N 4 lvDi > Lri C OF, O N � v a M d � GO J o w W � Z ~O� U<�1--uJ z O QWpW CL dZU� U (n ¢ W O >daU W 0 Cn Z O CG G � m N N 0 N o N W Q (n `1 U) Q w N 00 N ICT o v N Ci) o � N 2 (n tf r/j o = o0 W Z Z .� O � U o d 0 0 UCO I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 TH OF � BRUCE W. STRICKLAND JR 'Z, U lac. No. 056612 � 5�20�2022 ��• l S5'lONAL V J V J NWN J Q Z J Q o o U _ = U J � Q Q z � w 2 W g JZ w� W SHEET W1.1 1 2 3 4 5 6 7 8 I 9 I 10 I 11 I 12