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HomeMy WebLinkAboutSDP202300013 Plan - Submittal (First) 2023-03-031 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, VA22903 TELEPHONE: 434- 32 7-1688 CONTACT: CRAIG KOTARSKI, P.E. TESSA. PHILLIPS@TI 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: S BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: MAX. 35' BUILDING AREA: 84 200 +/- SF EXISTING) 2,376 +I- SF (PROPOSED) 86,576 +/- 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: IIB (SPRINKLERED) REQUIRED FIRE FLOW BASED ON VIRGINIA STATE FIRE PREVENTION CODE, APPENDIX B, TABLE B105.1(2) AND B105.2: 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 MINOR SITE PLAN AMENDMENT #1 TO SDP202200022 COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT 03/01/23 6C Mill C,cek �a Cree Dr Q Q 9 C} `Vl 1G Q `� o V' 40' ti* m <<restQa PROJECT LOCATION 00 �a S end 9�n0via�� 00 -� 5cottsv�l\e R 3� Shdl o 120 c o �r�0 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 MINOR SITE PLAN AMENDMENT #1 SUMMARY DEMOLITION PLAN: 1. TREE IN THE NORTHEAST PORTION OF THE SITE SHALL REMAIN. 2. POWER BOX ALONG EXISTING MAIN SCHOOL BUILDING IN NORTHEAST PORTION OF THE SITE SHALL REMAIN. 3. SEWAGE PUMP AND TANK IN NORTHEAST PORTION OF THE SITE SHALL REMAIN. LAYOUT & UTILITY PLAN: 1. THE PREVIOUSLY PROPOSED CLASSROOM ADDITION, ASSOCIATED UTILITIES, AND SIDEWALK ON THE NORTHEAST SIDE OF THE SCHOOL HAVE BEEN REMOVED. 2. THE PREVIOUSLY PROPOSED ATHLETIC PLAY FIELD B HAS BEEN REMOVED. 3. A 64'X68' MOBILE CLASSROOM HAS BEEN PROPOSED TO THE EAST OF THE PROPOSED FIRE ACCESS AND EXISTING MOBILE CLASSROOM. 4. ACCESS PATHS, SANITARY SEWER & WATER SERVICE AND ROOF DRAIN TO SUPPORT PROPOSED 64'X68' MOBILE CLASSROOM. 5. REDUCTION OF PROPOSED FIRE ACCESS ROAD. 6. RELOCATION OF EXISTING IRRIGATION METER VAULT IN SOUTHEAST PARKING LOT. GRADING & DRAINAGE PLAN 1. ALL GRADING AND DRAINAGE FACILITIES ASSOCIATED WITH THE PREVIOUSLY PROPOSED ADDITION IN THE NORTHEAST PORTION OF THE SITE HAS BEEN REMOVED. POST -DEVELOPED DRAINAGE AREAS 1. SITE OUTFALL 3 HAS BEEN REMOVED FROM THE QUANTITY ANALYSIS. PROPOSED SITE WORK AND DRAINAGE FACILITIES THAT WERE DISCHARGING TO SITE OUTFALL 3 HAVE BEEN REMOVED FROM THE PLAN. 2. SITE OUTFALL 1 DRAINAGE AREA HAS BEEN REVISED TO INCLUDE THE PROPOSED MOBILE CLASSROOM. POST -DEVELOPED DRAINAGE AREAS 1. CMP #3 HAS BEEN REMOVED. 2. CMP#1 HAS BEEN LENGTHENED IN ORDER TO DETAIN ADDITIONAL RUNOFF GENERATED FROM THE PROPOSED MOBILE CLASSROOM. THE WEIR PLATE HAS ALSO BEEN MODIFIED. STORMWATER QUALITY CALCULATIONS 1. VRRM SPREADSHEET HAS BEEN REVISED TO INCORPORATE THE NET REDUCTION IN IMPERVIOUS AREA. A 0.10 LY/YR SURPLUS IN NUTRIENT CREDITS HAVE BEEN NOTED. STORMWATER DESIGN TABLES AND CALCULATIONS 1. WATER QUANTITY CALCULATIONS FOR SITE OUTFALL 1 HAVE BEEN UPDATED TO ACCOUNT FOR THE PROPOSED MOBILE CLASSROOM AND THE EXPANDED SWIM FACILITY CMP#1. FLOOD AND CHANNEL PROTECTION COMPLIANCE IS DEMONSTRATED. STORM SEWER PROFILES 1. STORM SEWER ASSOCIATED WITH THE CLASSROOM ADDITION AND ADJACENT COURTYARD HAVE BEEN REMOVED. 2. STORM SEWER PROFILES HAVE BEEN UPDATED TO INCORPORATE EXPANDED SWM FACILITY CMP #1. Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.3 EXISTING CONDITIONS C2.4 DEMOLITION PLAN C2.6 DEMOLITION PLAN C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITY PLAN C4.3 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C7.0 UTILITY PROFILES C7.1 STORM SEWER PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.3 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL HARDSCAPE PLAN L3.2 DETAIL HARDSCAPE PLAN L3.3 DETAIL HARDSCAPE PLAN L3.5 DETAIL HARDSCAPE PLAN TOTAL NUMBER OF SHEETS: 23 Mo E o 0 IL N N � 311 > 0 E O _al E N 0 3 m � U M U OJ • • O N O • Z N • N M • V O X O � Q N � O V C N �A J Q C O rl N M v M d � � J O W l0 ~ Z O > < D � ct) 0- 0- W FLu OZ U In < U) 0 U) Z cf) Z O � O g m 00 d Lu < o Y < N C) 'qT v Y 1 m Y N rn g U < Y C) Lu F W MM) O W Z U_ U Z < 0 Lu Y Lu LU 0 0- 0 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 •`0� :E L' 0 H OFF CRAIG W J. KOTARSKI Lic.03/ OV02023507 �. M O o� L oLh m� w N _o Mo N Z O Z m< O - U Q 0 1 r w LL 0 O Q H z w 2 a w J 0 < QD Z Z _ 0 > > �U '^ Z 000 O wz W 0 Q W IJJ J in III J Q LL O_C W C LLI cV � rn Q > H N Q % `- W < > O Q H W Lu LLI J J ~ � w J OZzl__ W O::)°g > 0a 0 cU) < 0 U F- U U Z W O < 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 3 4 5 I 7 I I 10 12 J H G F E D C I� A LEGEND ROADS SEWER mSTORM (�S------ CS)� EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �C> 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 f PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION (TOP OF SLAB) O PARKING COUNT 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 1 x 4 CAP OVER 6" HASP 1 x 6 CAP DOORS ONLY REFER TO HEAVY DUTY CONCRETE SECTION ON SHEET C1.1 12' STRAP HINGE 18'X 20' <i CONCRETE PAD 1 x 6 TRIMMER 4 x 4 METAL POST U SS OTHERWISE NOTED 1 x 6 ONPLAN O SIDING 2x4RAIL (TYP-)X 6' x7' DUMPSTER METAL POST (TYP.) 6-BOLL(TYP.) OUTSIDE ELEVATION 12" CANE BOLTS 1 x 6 TRIMMER O VARIES - VARIES OUTSIDE GATE VIEW 3=0" 1 x6 SIDING 1 x 6 CAP Ix6CAP 1x4 CAP lx6CAP PLAN VIEW 1 x 6 TRIMMER 1/4" SAG ROD 3=0" NOTE WITH TURNBUCKLE 3" ADJUST TO HEIGHT 10" OF CASTER WHEELS 2 x 4 CROSS BRACE ON GATE CONC. 2 x 4 FRAME 2 x 4 RAILS STONE 6" 3'-0" CONC. INSIDE ELEVATION „ 3 CASTER WHEELS 12" OUTSIDE DUMPSTER GATE VIEW ELE DUMPSTER PAD ENCLOSURE DETAIL DOWNSPOUT COLLECTOR NOTES: 12" MIN 1. CONNECT ALL BUILDING DOWNSPOUTS INTO THE ROOF DRAIN COLLECTOR 'I (TYP.) r SYSTEM OR DIRECTLY INTO THE STORM SEWER SYSTEM. 1.5"DIA GALV. 2. THE ROOF DRAIN CORRUGATED COLLECTOR POLYETHYLENE SYSTEM SHALL PIPE LAID AT A BE SMOOTH -LINED, MINIMUM SLOPE OF 1.04%. RAIL (TYP.) 3. PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS SHALL BE 6" ALL OTHER 3" X 4" ALUM. DRAIN PIPES SHALL BE SIZED AS INDICATED. DOWNSPOUT EXP. (TYP.) 2'-10" JOINT 4. PROVIDE CLEANOUTS AS INDICATED OR AS REQUIRED BY LOCAL BUILDING 18"SQ. X 4" THICK CONCRETE SLAB 12" MIN FINISHED CODE. AND PROVIDE CLEANOUTS AFTER EACH DOWNSPOUT CONNECTION. (IF NOT IN PVMT.) (TYP.) GRADE PLASTIC DOWNSPOUT BOOT 12" 5. MAKE CONNECTIONS TEE CONNECTOR INTO THAT IS CONCRETE PIPES WITH MECHANICALLY EXPANDED A FLEXIBLE WATERTIGHT 3" X 4" ROUND INLET INTO A CORDED CLEANOUT (TYP ) OPENING. CONNECTOR TO BE KOR-N-TEE OR APPROVED EQUAL. 4" - REVSED 1/8" REMOVABLE WASH Ad 6. MAINTAIN ADEQUATE OUTFALL FOR ROOF DRAIN DURING AND AFTER THE THREADED PLUG 1/2" R COMPLETION OF CONSTRUCTION. (MAX') 7. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SEE 4" SCH 40 PVC FINISHED 8 SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, NOTE #7 GRAD FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE WYE EXP. ° CONCRETE WATERTIGHT JOINT PIPE TYPES. CONNECTION a #3 REBAR (12" O.C.) ' 1/8WASH 8. A WATERTIGHT CONNECTION SHALL BE MAINTAINED 45° BEND AT ALL PIPE (SCH 40 PVC) 5" # 57 STONE CONNECTIONS BELOW GRADE. ° 8" 9. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE i SLOpe DOWNSPOUTS SHALL BE RESPONSIBLE ARE INSTALLED ON THE BUILDING. FOR ALL WORK TO AND SITE WORK CONTRACTOR INCLUDING THE RODENT 1, �„ 9" (2) #5 REBARS, BOTTOM CONTINUOUS, LAPAT SPLICES SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEE NOTE #8 a NOTES: CONNECTION AT THE POINT OF THE RODENT SCREEN. REFER TO t. FINE BROOM FINISH ALL STAIRS. ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DOWNSPOUTS ON1,�„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) BUILDING EXTERIOR WALLS. 3. SEE PLAN FOR RISER HEIGHT DOWNSPOUT COLLECTOR - FOR PROPOSED 4-ROOM MOBILE CLASSROOM EXTERIOR STAIRS & HANDRAIL No Scale No Scale 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 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO 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 ICC/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). 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 ICC ANSI All17.1-09 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. Z O a jQ a U) U 0 w a. HLLJ O Z U) Q rn p W Z U) Z O O H � m C'4 0 CO 0 0)N 0 o W Q p Y Q 07 N o It2 It Y Y N Q 0) � Y 0 U Y O WLu LU W Z (� Z Cl~ W Y 1­- O 0 Q w < H re I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 T CRAIG W J. KOTARSKI as, Lie. OY20230507 3/ O M 0 0 `O o o co LLo M VJ NO Z dd m O U 7 0 w 1 r_ LL O Q r z w ww J 0 Q O z > �0 >U U) z[)000 I LL, 7 7 LU Q LU W J m LU r^ Q p J C LL1 p N o rn Q ^ IJ z N N Q W Q 7 7 X W 0 C/� I- W LLI --'1 06 M W \ U) U) U)U^ LLJ� O OD°g 7 Z LU 0aQ 0 W U Z U 0 Z W O Q a a D' p SHEET Cl .0 E C IC IN W 3 I 4 5 I 7 I 0 10 12 1 I 2 E H G F E D 0 I_1 MOUNTAIN VIEW ELEMENTARY SCHOOL ADDITIONS CHARLOTTESVI LLE, VA LANE CMP STORMWATER MANAGEMENT SYSTEM NOTES: O 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. v+ 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE 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 ADDRESS ANY UNCERTAINTIES IN THIS REGARD. 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TOTHE ELEVATION SHOWN ON THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. N 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 Uj MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS. Z 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 a 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 OR Uj SURROUNDING PAVEMENT WILL BE TRANSFERRED TO THE SUBGRADE AND IT 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 THE STANDARD DETAILS AND SPECIFICATIONS OF THE STATE OR LOCAL ROAD AUTHORITY FOR AN H25/HS25 HIGHWAY TRUCK LOADING. 5. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND 48 INCHES, AND THEIR V) FITTINGS/STUBS ARE SUBJECT TO 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. 6. STUBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER O 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 Q _ 1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT Construction Equipment => ADDITIONAL TEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE U NJ CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITHT ABLECO w 1n Table 2. }J_ a- 2. MUMCOVER THE THE PIPE TO THE TOP OF m®' ®' ® Standard Connecting � > :2 � THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. THE CONSTRUED CTION ROADWAY SURFACE. m®' ® Band Thickness H-w U r>_ 3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAINED AT THE I PROPER ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVERTIME. ®®' W Ld LLJCLEAN, OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE FOR �O UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH ®®®® JOf z BINDER MATERIAL. BINDER MATERIAL. LIB w STANDARD CONNECTING BAND NOTES w 1. PIPE ENDS SHALL BE REROLLED TO FORM AN ANNULAR 2%"X}7Z" � '� 3::U LLJ CORRUGATION WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A FULLY CORRUGATED CONNECTING BAND. 2. FULLY CORRUGATED CONNECTING SANDTHICKNESS SHALL BE IN ACCORDANCE Z WITH TABLE 2, AND SHALL HAVE A MINIMUM WIDTH OF 12 INCHES FOR PIPE Q DIAMETERS UPTOAND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 24 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%"THICK NEOPRENE MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALL COMPLETELY UNDERLIE THE CONNECTING BAND. 5. 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 N WRAP SHALL BE CONSIDERED SUFFICIENT TO MEET SILT TIGHT JOINT (WHEN SPECIFIED) PERFORMANCE. GASKETS SHALL NOT BE REQUIRED FOR PERFORATED PIPE H Z O O SYSTEMS AND JOINTS SPECIFIED TO MEETSOILTIGHT REQUIREMENTS. GASKET Ms0 6. CONNECTING BANDS FOR 12 THROUGH 48-INCH DIAMETER PIPE SHALL BE A /-(WHEN SPECIFIED) 103 ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH 96-INCH DIAMETER PIPE SHALL BE A TWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 5 s 3 S E 7. 144-INCH DIAMETER PIPE SHALL BE ATHREE-PIECE BAND. CONNECTING BAND MATERIAL AND/OR COATING SHALL MATCH THE PIPE Small Inherent CORRUGATED METAL PIPE CORRUGATED METAL PIPE MATERIAL. Gap 4 OF 8 Lane Enterbrises 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 inlet/outlet 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 sloe 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 - - - - - - - - - - - - - - - - - - - - - - - - - - ----- 21 124'-0" 36" RISER 12" STUB (3) TYPICAL C 1 1 1 1 E A A 1 1 1 1 1 2 -s" 1 1 1 1 1 2 4 B F D 1 1 1 1 2 TRASH RACK WEIR PLATE 10 z O 0 0 12" STUB Q J (� Z 0� - U 1s" srue PLAN VIEW 1n J (n w } J a- (n Q'> : W I 10.5"00.5" z of ORIFICE 1'-0" W M _j z a w L 2'-g" U LIJ Z ORIFICE BILL OF MATERIALS 0 INVERT Z MARK DESCRIPTION NO. REQUIRED WEIR PLATE 0 O A 36" ELBOW SINGLE TEE 2 DETAIL :2 36" DOUBLE TEE WITH 36" RISER 15" STUB WIER PLATE TRASH RACK B 1 & BULKHEAD C 36" PIPE (20'-0" LONG) WITH 12" STUB 1 -ALL 36" PIPE IS 14 GAUGE, 23"xi" CORRUGATION, N D 36" PIPE 20'-0- LONG WITH 36" RISER ( ) 1 ALUMINIZED TYPE 2. II -DASHED LINES INDICATES WELD. - to O O N E 36" PIPE (14'-0" LONG) WITH 36" RISER 1 -USE NECESSARY CONNECTING BANDS. iD N1SOU F 36" ELBOW SINGLE TEE WITH 12" STUB 1 -ALL REINFORCEMEM SHALL MEET ASTM 1O A998 � 2 1 36" PIPE (20'-0- LONG) 18 S REVISIONS x.x 2 36" PIPE (14'-0" LONG) 3 NUMBER REVISED BY DATE 2 OF 8 NECESSARY 36" CONNECTING BANDS WITH GASKETS 30 1 JOS 2/21/23 1 -o" STANDARD HARDWARE (TYP.) 0 Z fJ" NEOPRENE GASKET O (12" WIDE) 0 Q J (� Z O < - U (%% W W } J a- (n Q> rw I of U of W (O UJ W OJ M z wa LLJ M w LLJ z ARE (TYP.) 12" WIDE BAND Z ELEVATION VIEW SECTION VIEW z O N N O O g+ N Z FsO BAND AND s GASKET DETAIL °" 5 OF 8 THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF E. 3'4" D 1J¢" x 11¢" x X" A "STANDOR lh" x lh" x Y4" ANGL 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 A W J U Z O j (<i L+J bi } J d Cn Cr > E Huj U a- Z F - Q. Li in w w_ M_j Of z wQ w = w LU U z z z Z) O M N N N 1n 04 z 0 � 060 �U m i 7 OF 8 NIN. MIN. 30 MIL IMPERMEABLE LINER OVER TOP OF PIPE (RIGID PVMT.) (IF REQUIRED) V i HMIN. (FLEX PVMT.) FILTER FABRIC , I (WHEN SPECIFIED)- -L /.�!/.�!/.���% BEDDING X S (4" MIN.) SUITABLE (n FOUNDATION C 0 TYPICAL CROSS SECTION o 0 1. ALL CORRUGATED METAL PIPE (CMP)SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH DIAMETER Standard Spacing Han a METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL CONFORM TO AASHTO (in) S(ft) C(ft) X(ft) (ft) J () M245 AND/OR ASTM A762.CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO M196 AND/OR ASTM 0745. ALL RISERS AND STUBS ARE O Z I6GAUGE WITH A 2%"X WCORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTM A998 FOR THE 24" 1.0 3.0 2.0 1.00 0- BURIAL DEPTH SHOWN ON THE PLANS. 30" 1.25 3.75 2.0 1.00 U 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH V)LLj LLJREGULATIONS; 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- V) AUTHORITIES. > 42" 1.75 5.25 2.0 1.00 a 3. THE CONTRACTOR SHALL BE ADVISED THATCORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND Hw I Z of RELATIVE STIFFNESS OFTHE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OFTHE FLEXIBLE PIPE 48" 2.0 6.0 2.0 1.00 x TO WITHSTAND ANTICIPATED LOADS. LLJ r'M sa" 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 LLJCLASSIFICATIONS. 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 Q 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 3:: C) z POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS. LLJ 72" 3.0 9.0 2.0 1.00 > 5. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS THE MANUFACTURER'S RECOMMENDATIONS ASTM A798 FOR Z_ CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION 78" 3.0 9.5 2.0 1.00 SPECIFICATIONS. IN GENERAL, BEDDING SHALL BE A MINIMUM OF 41NCH ES IN DE PTN AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO THE 84" 3.0 10.0 2.0 1.00 Q MIDDLE-TH I RD OF THE PIPE SPAN, AND TH E EM BEDM ENT SHALL BE INSTALLED I N LOOSE LIFTS NOT EXCEEDING 8 INCH ES AND COMPACTED TO A MIN IMUM 90% z AASHTO T99 STANDARD PROCTOR DENSITY. EM BEDM ENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIM UM SIDE-TO-SI DE DI FFERENTIAL OF 24 go" 3.0 10.5 2.0 1.00 Z) INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICH EVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF 0 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 IS AGAIN TAKEN TO ENSURE THE BACKFI LUNG 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 CHALLENGING AND WILL REQUIRE ADDITIONALCARE. 120" 3.0 13.0 2.0 1.25 Z 0 OgN F) 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 (03U tlO COMPACTION EQUIPMENT AND SMALL SPREADING EQUIPMENT MAYBE USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHALL NOT 2 DUMPSTONE DIRECTLY ONTO 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 LOTSEEPAGEFROM 138" 3.0 14.5 2.0 1.50' ENTERING THE TOP HALF OF THE PIPE, BUTALLOWING DRAINAGEBETWEEN PIPES. LINER REQUIRES MINIMUM 2' BACKFILL CUSHION AROUND PIPE. 3 OF 8 144" 3.0 15.0 2.0 1.50 FINISHED GRADE 1'-2" ASSUMED 1,-5" 3" MINIMUM BACKFILL MATERIAL (AS SPECIFIED) 1/2" EXPANSION JOINT FILLER FOR SHEAR RELIEF ACCESS LAD[ RISER DETAIL • BY OTHERS) iANCHOR LUGS PIPE THE FLAT BULKHEAD PLATE SHALL BE WELDED TO THE PIPE WALL FOR THE FULL PERIPHERY OF THE PIPE. 1j"x1i"xj" ANGLE HINGE CONNECTED 1 -3"� HINGE CONNECTED r6"1 (TYP.) TO BULKHEAD TO BULKHEAD 3#/ft' EXPANDED � 1'-5" METAL (TYP.) 45' V-6" 1'-6" 6" II � CURVED TO FIT CMP RADIUS FRONT VIEW SIDE VIEW TRASH RACK D ETAI L -(1) REQUIRED- J () Z O - Uui (n L+J W } J a- (n Ir > :2 it zw Of LLJ r- I U Of 20 M W J Of Z w¢ LLJ = w II U z Z H z O N N O O -N Z K) O �U s 6OF8 0 Z O j U Ul �Lil w } J d Cn Y> Hw U a_ Z 1- - a. 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No. 040204$507 M O o� 6 Q oLo m- U- a �/1 �J ) r> o N Z O z LL m < - U O Q 1 r w LL 0 O Q H z w 2 a w J 0 a QO Z Z � > �O C'^U co VJ >- z Z O z000 W z Q w CC) V mW J z Q U- CW0� W N d7 Q > H N N X N LL zw� W > > LU � J mQLu �> US Q OzLu z � 0::)>g W Oa a > U) U O z W � d ry 0 SHEET C2.0 E C W 101 3 0 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J H G F E D C A o / TMF191-1D \ / DOMINION CRANE & RIGGING, INC. / \ \\ L o'SSSTTORIAN \��� \ �\ DB. 1237,1 \ PG. 594 `\ IMF V :71 \ \ \ \ �� - - ZONED: LIGHT\ INDUSTRY `� 7 \ \ 1 1 \SD INLEW/GRATE` \ \ \ \ 2.$'X 2.5' \ \ \ \ \ I TOP1586.84' ® OUT=584.'99' 15" /hob o � \ � \ \`_-_ \` \-_ \\ -\` - \ - \ . .�;''`• -\\ ``= � ``` --_ ``_,`\`` `` � _`� \\ \\`\ / - / SCALE 1"=20' tA 0 20' 40' GRAVEL d _ _` CONC. SWK \ CURB ` - ` - �\ \ \ ` ` _ - _ i _ _ _ l / = -600- / , KEY PLAN , EX. 15"VIRGIN/A I / 4f ( / \ _ \ I a \ \ MHD \ d \ \ \ \ \ \ - - _� - - - - _ _ _ _ _ - - - - - i / / / / X. 20' WATERLINE / POWER' EASEMENT 1 I\ \ / \ TOP = 585.73' 2" DEC. \ _ - _ - - r `. _ - - ` / \ �� STO \ h1(SJ \ \ \ \ \ �R.r+ C,� \ \ - - - _ _ \ _ _ _ _ - - ~ \` / / / / EX 7,0 ORA/NAGS / EA�EMENT / OB. 1096, PG. 739 1 \ \ \ \ I I \ \ INV. 1N=583.08'(NE)\l'RCP \ R \ _ 6SPACES 9 _'" _ _ - _ _ _ - - - - - - - �- y - / / EASEMENT / / / / DB. 4426, PG. 332/ l \ F+ \ \ \ INV. 1N=583. 13' E 75"R6P ( ) - _ \ _ \ \ - - _ _ - - - �' / / / \ \ (J \ D8. 4425, PG[ 332 � / INV. OUT=583.0' 15" RCP \ tSo \ \ \ r4,, \ \ \ \ ASPHALT \ \ _ _ - SON \ \ \ _ 1 SD l 2E.5' GRATE \ - _ - - - - _ _ _ / / T - \"MAPLE \ \\ \\ 12.5' 258 \\\ \ -\- �_-`- - � - _ - - - - - / 5/ =-/ /MHS TaP-=58732' \ - -- ---- -- --- -- -- - - \ i59- QP J588.4'l'- \ LU I TOP=585.72' �;� \ 12" O �S INV. IN=-985.20'(SE - \ - \ _ INV=579.83' \ \ - I DEC. \ ,\ CQ4' BSA - I f0"OEC. ) - - - - - - - - ' -EX 20'1NAZFL7LlNE '"l)yAGG/ESSIBLE / ` -584' p I L S8$� - - 1 1 I \ \ \ \ \ \ ' `S / INV. OUT = 5\84�93' (NW) 15" RCP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _EASEMENT FOR ACSA e} I \ /� - I I \ - B9, NO PUBLIC USE - - - - - - - - - - - - - - - -- \ \ II 8"DEC. \ \ SIGN-\ \ - - - - - -- - - \ / NLL \ CO)6"Pv 11 -- \ __� - \ /' / \------------ - -590- - - - - - - TOP=85.79' - 1 --_-- -- -_-> \ ------ _ --- --z 1 0\ \ 1W. 79.94' \ / \ ---------------15'RCP---- --tom ---- -- --- ----- - \ I- \ \ - - - - r `590- TOP=585.05'---_---- �Sg$ \ / 1 /Nv=579.22' - \ EX. 20' WATERLINE\ \ \ I r ASPHALT / ♦ \ \ \ EASEMENT FOR ACSA \ X�O � I - W- 0 0� I 11 / / \ ` \ \ \ \ DB. 1096, PG. 733 \sS m A / Ep -w- EP - - - W GRAVEL I _ - - ` - GRASS / / \ = I 11 , / . - - ` \ \ \ \ 6' M \ \ \ \ U \ CONCi GRAVEL l / \ � \ � \ . SWK � -/ / �� 8"CHERRY 3' (W) DOOR 1 TAL - - - - - \ \ n I 3' (W) DOOR STAIRS 1 \ \ FFE=589.00' 3' (W) DOOR FFE=590.53' FFE-590.6 ' 1 / \ Q \ FFE=88.98' 1 LA DING I / _ 3' (W) DOORFFE=589.00' MOB LE I 1 ' / (CD) 6"PVO' 1 \ \ \ L'(W)DOOR ITOP=83.7a' 1 6"DEC. (5) \ \ 1 \ \ \ \ \ \ I I FFE=588.98' FFE=588.98' L(W)DOOR CLASS•/'�•OOM \ INV.=579.;2' 1 - - \ \ \ \ /� <\ \ \ GR S FFE=88.98' FE=590.59' FFE=590.60' I I 5-CREPE(2) 1 \ \ \ WJ .METAL DECK WHO r\/ I 16"DEC.' I I t \ 6's \ METAL STAIR I / I ( TOP=584 4' / 6' CONC. SWK / - / #VV.=57970' (NW) 8" PVCr 3' (W) DOOR ! 1 ./ ®/ I / Q I / \ I FFE=588.99' FFE=588.99' \ , l \ \ \ \ ® 6'(W)DBL. DOOR \ GRASS / NV. OL{T=579.66'8" VC SD INLET WIGRATE / / I I I \ \ S \ / 6' (W) DBL. DOOR 6' CONC. SWK TOP=580.99' FFE=589.04' INV. 1N=578.66'(SE)8"RCP / \O I I 1 I I II 1 1\ Oct \\ \ \ \ n 10"CHERRY {os� / INV. OUT=578.58'(NW) 15"RCP I I ��+'�Cc�t-��,I \ 1 \ \ m ® /- GRASS \ \ - I I I / 1 �Lr' 1 '1 \ 6" MAP E ) \ \'1 O ® - i CONO \ MOBILE \ v \ \\ I -I� - I '' I \ 1 12" DEC. 't„t,1 �w \ \ \ o \ CLASSROOM . - - - I h N \ 1 2 12" CREPE 3' (W) DOOR -______ ___15"RCP -_= 1 II II I y \ / 5) FFE=89.02' 1 f \' y 3' (W) DOOR 1 I � 3' (W) DOOR 3' (W) DOOR p O / FFE=89.05' 3' (W) DOOR FFE=589.06' FFE=590.46' . 24"RCP.': EX' ( m 1 \ / FFE=589.06' ® FFE=89.03' 1 OOD 1 h I BIORETENTION , (`4 \ l 3'(W)DOOR RAMP \ \�\ \ \ 1 \ / / MIND \ 1 I / TDP42.72 • ' • l/JV=575.63` : ; :. P I I I / FFE=589.04' \ \ \ I p l 6" DOGWD SD 1.5'X 1.5' GRATE METAL I 10"CHERRY �C�, p \ \ \\ 1 1 I I SD. CURB LET W/ MHD / I I \ \ 1 7 1 I £ 5' I \ \ \ \\ 1 \ 1 1 1 INV.. IN-576.23' ($W) 15" RC'P TOP=581.63' I \ I n I y 12" BIRCH TOP = 588.15' LAND. ETi�L / I I / a \\ I I I / V. 1N=57%. 10' (W) 15" PICP INV.' IN=S 734' 15"RCP / I I \ g'`/ I I / m 13 m A I ' 2 INV. OUT = 58756' (N) 4"PVC \ "\Ala` \a \ I \ 1 ,NV. IV=5TS.23' (N) 8'ItVC / ' ;INV ;OUT=$ 712'24"RCP I ��^ I \1\ I 1\ /h �OcS � � 7b.936132'24 FRCP \BOT 5 \ 8"DEC. 6"DEC. (4) \ 1 1 \ \ \ \ \ / \\ 0 FFE=589.05' \\ l / / \ '�R..rr/ / / 1 I / \ \ 1 1 \ \ 1 ® 3' (W) DOOR \ \ \ 1 I 1 \\Y\ \ \ \\ 1 / \,� Pks' 1 I ' \ L �'I / \ I / I I I 3' (W) DOOR �„4ry''il \ 1 �n \\ \ \ \ ( 2Q RCP 1 / o I {j 1 w 1 1\ I //vr!=574.55' FFE=89.01' \ \ GRASS I \ 1 \\ I m \\ I I I I CA 3' (W) DOOR \ m coo FFE=589.03'\I1D L01I�m I _ -----�_�j ' 1 N64°15'ST'w - - �7' / m ~ I y II 1 TMP91-13 \ 1 1 }�\ _ I / / I 3' (W) DOOR 3' (W) DOOR l = 12.00' / I I I DDooRDBL. COUNTY SCHOOL BOARD OF 3'(W)DOOR - -- - \ \ +5"RCP - \ 24"RCP!L 1 \ \ O \\o i I / I Y� I I,I ALBEMARLECOUNTY V/RG/N/A 3'(W)DOOR 1 I I FFE=589.08' FFE=589.01' 1 1 FFE 89 OS' FFE=589.06' $ 1 C \ \ o ® HS DB. 1033, PG. 313 FFE=588.99' 1 �Q STATUE (� I I I I TOP=587.61' ZONED: R1 \ / I NV. 1N=580.79' (SE) UNK MATERIAL 1 G ^ / I \ I / / / / 1 / m ^ RAMP W/ ® ( ) 6 (W) DBL. 02' FE 589. \ \ `i ( I DOOR + NV. OUT=580.43' SW UNK MATERIAL n i D p o 1��1 h�0 \\ I\\ \ 8"Dec. I, I I 1 \ \ ` 1 9. I N �\ / = EX\15"VIRGIN/A \\ 1 // I MHD G / I \ POW EASEMENT h \ MULTI -LEVEL \ \ \ \ O x1 < \ \ I / I • INV. OUT757726' 15" RCP \ \ I MASONRY, BLOCK &FRAME TOP-588.83' \ OB. f096, �GJ39 \ \ SCHOOL FACILITY SO INLET W/GRATE /\ \ o / I ® BOT=576.97' 2 , \ 4�EHA7NL\NK \ \ \ \ \ \ \ 4 ec. TOP=587.82' O / 1 � O � \ \ 4 � / I I I MOUNTAIN VIEW E.S. \ / \ - \ {-'- INV. IN=583.37' 8" PVC 3` o =Z \ 1757AVON STREET EXT 1 \ \ 8 I\ _ \ \ C&G \ \ \ ` \ \ �..19 kN s h / I \ 3'(W)DOOR ( ) INV. OUT=582.92' 12"PVC FFE=589.02' 3' (W) DOOR \ EP \ - \ I I FFE=589.04' 3'(W) DOOR 3' (W) DOOR l \ \\ \ \ \ \\ \ \ \ \ \ \ / \ Cn \ FFE=589.04' \ \ M \ I MAILBOX 6"CHERRY I FFE=589.03' M \ , \\ \ \ EASEMENT FOR ACSA I \ �, \ 1 1 \ `I \ I ` I I 3' (W) DOOR \ \ \ \ DB. 1132, PG. 751 -� Z \ - 1 O GRASS I �•�" \ � a, p FFE=589.03' l Illyy ®-------------------------------- �/ \ \ DB. 1096, PG. 733 I ` y I \10"HOLL f 12" /� 1 -' ��N w A I 1 \ \\ 8"CREPE(3) I 't7,„,�(��..]7 8"CREPE II \ CONG ---------------------- 1 I \ \ I I 6' w DBL. Ill ,519\ I �cP ASPHALT \ 1 I EX 20' SEWER E`AZ^EMENT 3' E= DOOR ( DOOR CONC SWK Z m I o \ \ I I I R ACSA \ I FFE=SSs.Os' I 6' (W) DBL. I 1 I 1 1 / \ \ DB. 1132, PG. 751 \ FFE=589.04' DOOR I / 1 I MHD \ \ / / _ ` I EP \ \\ 11 i 1 I I \ \ 8"DEC. i 8" CREPE I I FFE=89.00' I 111 / I 11 1 1 TOP - S Ill O \ \ I I / I I I CONC. \ // ® I I I I , I I I I I I I INV. /N I INV. IN INV. OL \ CONC. SWK _ I • 3' (W) DOOR IW) DOOR I I I I I I 8"BIRCH / I P � I • 3' (W) DOOR I (FFE=588.99' I C� GRASS ® FFE=589.01FE=589.06' 4"DEC. CURBRAMP CURB RAMP ( I • W/DWS SDINLETW/GRATEW/DWS CURB • \ 6-DEC I II II II III III I I 1I I W/DWS t • TOP=588.28' O \ \ I CONC. SW ~ 1 8"bOGWD I 6"DEC. INV. OUT=583.82'8"PVC I • \ x 1 1 t r I'x 1'METAL CO C. • I m I I I amp I I I I T / J CANOPYCOLUMN � & FRAME (TYP) I / I BRICKiI•�ON. SIGN CURB )kpA \ \ / I (MVES) \\ I -- wrpws f I I 3' (W) DOOR I 5`AN- --- -SAN- - FFE=589.00' ®/G4A1PY CON°C. SWKOFO - ® ® 6• \\IUTILITY / (CO) 6PDBL. 3'(W) DOOR DOORUFO_ VAULT I TOP=58210' FE=589.01FFE=589.02' 3F'F(EW)DOOR (.1'/NV=579.59' / 3'(W) DOOR FE=588.98' FFE=5890 •• • FFE=589.03' 6'(W) DBL. DOOR CONCGRASS =589.00, FFE=588.94' II IIII IIII IIII I 1I I I I 1 1 I I I I I I I / I \ 1 I 12'DEC. (3) I I 1 \lI\ I NO PARKING SIGN I I I I I I 4"pEC. I I I ° I 6'(W) 3'(W) DOOR EX � l i B ORETENTION ( I I II I I I// DBE=NOT MEAS. /y0�/ \ FFE=589.00' \\ I I I I I I I MHO OP=S _ I I I I / M es I I I I I 1 I I I ° MHS (GREASE TRAP) W/ INV. IN \ ' I I I INV. INV. S„tri I I INNER DROP CONNECTIONS / C ' I I I 1 /NO I° I I I TOP=587.43' / 3' (W) DOOR 1 I o 12 DEa \ " 20WILLOW I \ i Q I I I I I ' A INV. 1N=584.5' (E) 4' PVC \ FFE=589.01' I 1� BOTO580.6(W) 83.0'4'PVC I I NC. STEPS CI 1 '\ \ I T�D6'• ' 11'\ 11 8"DEC i i I I L\ v/ ,f `O \ LIQUID LEVEL=583.08' O ® 1 I 70 J/SEfs 1 I 1112" DEC. l 1 Y 5' CONC. SWK f 3' (-W) DOOR 1 I \ \ 3' (W) DOOR 3'(W) DOOR FFE=89.00' C00ZIni I I I1 /I / 580=t FFE=589.00' FFE=89.02' y CA/NY 3'(W) DOOR UTILITY METERS W/ LL FFE=589.0V I I n% I CHAIN -LINK FENCE (HT=5f DOOR \ \ .l PLAY EQU/PMENTy LOADINGDOCK 3'(W) DOOR FFE158901' CANOPY FFE=589.03' CONCSTEPS0f0" 3 TREADS, 4 RISERS I PLAY 12" 3'") DOOR AREA DEC. FFE=569.06' FFE=86.50'PVI I'METAL INV7�'\ CONCSTEPS CONC CA& II I,I II I1II I II1 1 1 I / I I RAME (TYP) __II" 3 TREADS, \ \ \ \ \ ARMOR I 6'6, 4 RISERS OI \ / I FFE=588.99' EP I \ m II 8"DE \(\) \ \ \ \ \ \ \ I I Q o I \ \ APPROX. LOCATION/OF 4"SAN. SEWER I I 1 \ \ \ \ \ ® TO EXIST MOBIL&dASSROOM. VERIFY 12 \ hYERiQ \ \ \ I \ \ I I \ I 3' (W) DOOR \ 6' CONQW. S/ 1 / I I \ \ FFE=586.54' / 8 LOCATIONANDDEPTH. r \ \ \ \\ \\ \\ \\ \ \ (GONG. REMOVED AT TIME OF �15 �\ " m SURVEY) 1 �cp I GOAL I18"BR�ID,fEA12 I Q \ I\ I / I FETAL RAMP GOAL YYp �C'+2, 11 1 1 1 1 1 I I I PLAYEQUIPMENT O ATHLETIC COURTS2"DEC/\ 1 ' / (ASPHALT) � x MOBILE 986 CLASSROOMi I q N- 4"SAN- q.SAN/ y /I I f S/ APPROX'LOCA TION OF I I PUM I I l I }\ T WOODEN ., / 1 I I 8"DEC. I I I I I I I I I I \ \ /\ FENCE / `\ I I 1 / 2" V�/ATER SERVICE TO I I I / SUM EXIST. MOBILE CLASSROOM. / I AND / O LL I I I I I I I I ® WV) DOOR 3' (W) DOOR V / / POS I l 1 Z O a >< � d u U d LU a.LLJ 0 Z U) Q U) 0 U) Z U) O O CD I C:) W Q � \L Q 2 m N It It Y � M �i (.0It Q 0LO I Y U Y CD Lu ~ W LU LU Z CO Z CI CI Y U < H re RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 yak' P�L TH ®� y CRAIG W. J. KOTARSKI Lie. No. 0402048507 " a5, 03/ OV 2023 cr. M 0 LO O 0 CO Lo LL o M o VJ NO z LL U O W w LL O Q r W w 0 wW J 0 Q z O > >U U) Z [)000 O U LLI z LU C LU L O m LU I a o LL Ow06 W CV O) Z o>I - O w> Q U 0zw_j MQwJ 0 W U) L J z U) z LIJ 1-- O D O ' U) Oa II LL Q U) U LU U Z W j a o SHEET C2.1 E C C W 1 3 I 4 5 I 7 I 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 J H \ y 1 / r FFE=589.04' _ \ I - \ - G \ I I / / / / / / / 15 r / / / / ' / ' l l \ \ 10'CHERRY a / / - � \ \ I I \ ' S / / / ✓ / I pI /I \ \ I l / / / / i / , / / I/ � I Il \ � \I C) I rn a ® _ GRASS \ �\\\ \ \ `- \\ \ / / r' /' / ,' /N4 '\ / I I I / \� \ ' ® _ , 'CONC. \\ CLASSROOM \ \ \\� \ \ II I \ / / / / , / / / / / / , / / 19p'? ��( ,I I l l I > \ I / / / / , / / / / / S141916,1 \ / l I I 2 12"CREPE 3'(W)DOOR \ \ \ I \ / / ' / / ' ' / ' / / 1406• ( l� I \ LEGEND: t7 FFE=589.02' I \ \\ \ 1 \ \ I / / / / / / / / / / / / / / E \ I I 3' (W) DOOR DOOR � \ \\ \ \ / / / 'Y / U FFE-)89.05' 3' (W) DOOR 3' (W) DOOR \ \ \ \ \\ \ \ / / / / / / r / / / ' / / / \ 1 / FFE=89.06' OOD \ , / / / / \ / � ® FFE=589.06' FFE=590.46' \\\ \ \ 1 \ \ / / / / / ' /' /' / /' /' /' / ,' ' / / \� � MANAGED STEEP SLOPES FFE=589.03' 3' DOOR 1 \\ \ / / / / / / / I I / FFE-)589.64' RAMP \ \ \ \\\ \ 1 \ I / / M/OD / / , / � / / / / / / /' / / / / / / \ /\ 1 I 0"CHERRY a l \ \\ \ I 1 1 TOP=5�2.721 �1, / / / / / I 1 / s^DocwD n SD 1.5'X Z5'GRATE METAL \ \ \\ \ I I I V. IlV-576.23' W 15"RCP / / () / / ' \/\ / 1 q I q 12" BIRCH TOP = 588.15' LAND. ETi�L \ \\\ \ I I �V. IAV-57 .10' ($) 15"lQCP ' / / / / ' / / / / / / / / / / / % / / ) `Tk / C ' i m INV. OUT = 58756' N 4"PVC \a \ I I � ' / / / ' ' % / \ / \ I m A I 2 () \ S \/ill3� \ \ I /NV. AV=SiU".23' (N) 8"/4VC , / , / / / ' / / ro \ I / ' / / ' / / / ' /� / I I I b to a \ \ \ \ �\ \ 1 I INV./OUT(57632'24 "/RCP / / / ,' , / / ' ' / / / / /' / / / / ,��` 80 I I I ( \ \ \ !\\\ \\ ' \\ \BOT-57.93'/l / I ,/ / ,/ // // // / /' /' / // / // // // ,/ /' / // // / X- O� I\ I n CONC. \ \ \ \ \\ \ \ \ I 1 / / / , / % / / / / / / / / / / / / / , �� 2 I I w a \ \\\\ \I \\ \ \\ l\ \\ 1 1/ // / // // / // // / / �� - / m A 8"DEC. 3' (W) DOOR \ \ \ \\ \ I 1 / / / / / / / / / / / � r .� I I / FFE=589.05' \ \ I \d 1 \ \ 1 \ \ I I 1 1 / / 56 / / / / / / / / ' / / / O/ / / / s' 1 1 \ 1 / / 5 / / �\ - 10" CHE RY l ® \ 1 \ \ r \ \ \ 1 1 \ / , ' / / / / / / ' / ' / ' / hh / 7-- / \' I t 1 1 1 \\ \ \ I J I 1 1 1 \ I / / / / / / / 1 I 3' (W) DOOR 1 \ \ \ f 2 "RCP 1 1 \ 1 ' / / / / / / / / / 1 �' \\ 1 / / / ✓ / / / / / SCALE 1"=20' a FFE=sss.or \ GRASS 1 1 \ u°Dj \ 1 \\ I / l .-574.55' I I \ I ( / / / / / / / / `7h / / / / I I I / - �� \<z 3' (W) DOOR \ w I 1 1 1 I I / / / / / , / ( / / / 1 I .S� I w 1 1 \ \\ \ I I I I \ I / / / h I I • - CON_C - - '\ _ _ J/ � 1 1 \ \ \\\\ 1 I I I I I 1 \ \ /}OCCHANNE� I I / / / / 4 / ' / / / / ' � ' ' � ' - -' � � \ \ \ FFE=58s.03' '" \ 1 1 \ \ "\ 1 1 1 I % I I I \ \ , / / / / / / / / / ) 1 1 ' \ 0 20' 40' I - I • TMP 91-13 \ \ , \ \ o\ \ I � I I \ \ I / / / / / / / / / / 1 \ 15" RCP \ RCP \ I / / / / - - r \ \ �\ I I 24" 1 I 1 1 I / / ' ` I I I 3'(W)DOOR L6'(lN)DBL. COUNTY SCHOOL BOARD OF 3'(W)DOOR T-t - -= t--_-- - -i , \ ` \ - - i I / ' / \ \ ` ' = . - \ ` `` \ _ _� ' - 1 - \ \\ ` \\ jj,\ J FFE=89.05' DOOR FFE=89.06' 3' (W) DOOR _ -Q - 1 \ 1 / / \ \ - \ \ - r r r - - - \ - ` \ ` k I ALBEMARLE COUNTY V/RG/N/A 1 y- _ _ - - \ \ \ \ FFE=589.08' r FFE=589.01' 1 / / - - \ - - - - - \ - - - - - / - - \/\ ^ - - _ - - - \� _ - \ , ^ - ` \ \ \ ` ` \ � 1 3' (W) DOOR \ ( y \ 1 I \ � \ \ \' / - - \ \ \ \ \ 0 1 Hs DB. 1033, PG. 313 FFE=588.99' 1 Q / \ \ \ \ sj - \ \ \ \ n \ • 1 V ,r \ \ s \ - \ 1 \ \ / v� I I I I roP=5s7sr ZONED: R1 I \ 1 �Il \ \ \ \\� \ \ \ I I I - - \ - - - \ - \ \ \ \ \ \- / I NV/N=580.79'(SE) UNK MATERIAL I ° % \ \ \ \ - \\ -- \ .''.�,'. �� .�.�.:-..: .�.,.; :\:�: ,'�.:-_ - "-;:,"- -- :•,\.:':`. � . :N':\\ \ \ \- \ \ - l� NV. OUT=580.43'(SW) UNK MATERIAL 6'(W)OBL_DOOR DO I \ \ /% \ \ \ - - \ \ - �: �:.� � �, • ; ;�' ' .�' . _ - - - - : _ ': i . - - �' '�. ' .`''^. �. - - � :- - \ \ \ \ - \ \ I I Im IRAMP W/ FE 589. \ / \ \ -\ �: '1:\ .\..". \: '\' .\:•-- .\ .\.' ti•- �• - .�`' - -- -- -- w''-- -- .\.\\'\\. \ \ \ \ \ \ \ \ \ FFE-589.02' \ \ . 1 •\ ' :- �. �• - D ® \ - �.' .�.' ''. ..r .\. w'' '.\. - - .550' :'�-- -- --•�'-.'\• .�.' ------ . �':\.'.\. . \ \ \\ It TOP=588.83' Y / \ \ \ :1.' ' - _ ' �' • _ -; = '� . - - - . i � ' '�: • - . ' � . • ;\ \ \ \ / MULTI -LEVEL \ \ S \ \ \ \ \ \ \ - .-. .:.. ,.. �' .;�,�' ;�. •: -:- • .' --�• \:;i�:\ .�.'. \ \ \ I v \ �/ INV. IN=57703'12"STEEL \ \ \ \ k - - .'�• ,ti•.•'",.' . �' - _ - :;�;"- --�.T.`�:?.�_ -�:i\- '.\.'� *.\'\. .� + I MASONRY, BLOCK & FRAME _ 0) \ \ \ - \ \ \ - - ; :. I ; . .-' : .- . � . - • � : 7 T • +' -. ..- - - ' \ . \ \ \ \ \ INV. OUT-57726'15"RCP \ \ \ - \� \ - ...'..:- �••..'.' :.\:�`-•_:�; � "�. .+r':�' .-. -� - .' ;. �.'.\' .' '>-' ! \� ..'\•.-;.♦ \ \ \ \ SCHOOL FACILITY SD/NLETW/GRATE ci //\ \ - - - �� ,. T' �''' --- _ - - �.'�.'\.1• .\.\,�.' \'.\ \ \ \\ I • BOT.=576.97' 2 / 4\"CHAINL\NK \ \ - - - - . \ '\ , . _ '-... ' - �'�V . ' . ' :..�- - _ - - . \. • .-.. -; .:. - - - .\. � . •� . ' . ' . \ . \ .� . . • \.:.\ . \ \ \ MOUNTAIN VIEWES TOP=58782' o / \ \ \ - - - - - � - - _ - - - - \ ; - \ \ I tX - - -ice•-. x . \ T` \ (1757AVON STREET EXT.) INV. lN=583.37'8"PVC // \ ` ` \ \ \ BO \ \- - - \'"�:.:- �:�'�'"� _ - '.�:.;. - ---,�.-..:- •.�.. - ':�:.'\�.��'�'. .'\.\.\.�.'l.: \;. \ \ \ \ \ \ L 4'O I 3' (W) DOOR lNV OUT=58292' 12" PVC l \ \ \ \ \ \ - - - - - - _ _ - "' _. '- - - _ �' : �: - _ •� -:T�• +� . - _ \ -- �. . I. . �' . \. "� . \� .\ . O . \ \ \ \ \ I FFE=89.02' 3'(W)DOOR // \ \ \\ \ \ \ \ \ -\X\ - --- ��'_ _ -- �.'. --_ _-:i\•y - �.-.-.\.. . \'.\. . �,,. \. \. ��.-\': \•\ \ \ \ \ \\ \\\ I I I FFE=589.04' l \\ \ \ \ \ \ \ - \ - - - _ _ - _ _ - _ : \: ` - - - -� . ti� :` . \ . \: • \ \ \ : \ \ \ \ ` \' .\ . \. • \ . \ \ \ \ \ . 3'(W)DOOR I \ \ \ \ \ \ - '�:.�':- - _-\.ti'-L- � -'- '; - .•'\-�4-:� .1. .\.\;.t.'I \.\.\.'\.`., � \ \ \ \.\ \ 3' (W) DOOR / \ - - \ 'i ' }. _ i '- . `. l ' \ . \' \ FFE=589.03' FFE-589.04' / / \ \\ \ 1 \ _ \'� - _ - - - - '� ' . ' . - _ _ - _ _ - - - ' • ' r - . ' ' ' ' `v \.\:. .- : \ \ \ . \. evvzFFE=589.03' l I I - - - _ . • - - _ . .\' \ \ . \ \, \ \ . \ 1 .\ .\ \ \ 3' (W) DOOR / ��\ I I - sir' • GRASS ! _ _ _ _ / 1 1 - - - - -� - - - - - _`., 10"HOLLY 12" - / 1 1 \ - - T• •l -'. :�' \ .'' \ \\'\\'•\•'A.. \ 1 1 \ N I \ a 8"CREPE ®_________________________________ _/,mil 1 I 1 1 - X� - - - -,� .-.' - \ '\'.\. . "'. .�. \ 8" CREPE (3) I I `U' - - - - ------------------- - 1 \ a CONC. - - I X� . . ' . V \ ' . F' . 1 1 \ I s'wOBL. II I I I 1 1 \ - ��,': - ^.� :-;�:,-��1'1.\;•�..\ �:�.'\•\\:'.\•.'\.:\.\:\:\;\..\:�.C:\::\'.'\t'\ 1 \ ' EX 20' SEWER �A\SEMENT 3' (W) DOOR O �• I I 1 1 1 1 / \ \ . ' - . . : \ \ \ ... \ \. \ \ \ \• \ `. \ . \ \, . \ \ \' , . \ .\ \ \ \ \ \ , . 1 . 1 � \ 1 1 I DOOR CONC SWK 11 I I I' 1 X� _ I RACSA I FFE=SBs.oS' I s'(w)OBL. I 1 I 1 1 \'.', '.�:';' (.1.i:\'.'.\•.•,•\ ' \ \ I'' C•' OB. 1132, PG. 751 \ 8"DEC. FFE=589.04' I 8" CREPE 11 FFE=89.00' I I I I I I I 1 1 I MOP = 588.85' / l \ \ \ \ \. \ . \ , \ \\`\; , • ,\. ;\\' 1 1 11 DOOR \ 5'.\: \.:. Z]`�.4.t '�: \:.'.\ \.\. : \' \' .\A 4\'s'.\:\'.''-':\': 1 I I I ...\. \.\;p...•.. \A k I II CONC. `\ // 1 � �� 1 // I I I I 1 / I \\ \\ \<'.: :•':;.':•:\:\� �:\::\::\:�:\ \:\'\:\:':\:\\.\::\.,:\:):i' :'\;:k'-. "1::' 1 I • a I I INV. IN = 58219' (SWJ 15" RCP \ \\' \' \ / I \ / I ' I I \ I I INV. /N = 58210' ( W) 12" STEEL \ \ . \ \ •\ . \ • \ \ . . \' 1 . 1 1 1. ' 1 I I I 1 CHA/NLINK (HT=4) \ . • . ' . \' I. ; : ' ' 1 ' \ 1 . 1 1 1 ®11 ® ' \ I I INV. OUT=581.70'NE 15"RCP .\,-'.\;\;. \ .\ C'\•\:\:-' 1'I' 1' ', 1''\'{':1' \ - 11 Ir I ( ) \ \ \. \ .':\.•.\.`: . .,,.7:•:•l :I•:I:I;C;:.:1;•\;:. . sae, 1 • 11 II 1 1 I 1 1 1 1 / I , \ \ \. ''.\:'\.\:-\;.•.\ . .\.�.' \ \'\.\.I•I.1,.1;.1.j.�.\.1 1•.1 .\. \..'' \''\ \ \ 3 (W) DOOR ® II I I I I I I I / \ \ \; \ .\. .... 1 I \ '.\.•�.\.{.•,\;.-\.\.•\.\•\:1;1.C:'.1.-.':.1'::1'1•C• 1.\ •\.• •!'1' I I / 3'(w)D9. FFE=588.99' 3'(W)DOOR I \ \ I I I I I / / \ C 1,1:1'I;I;.I;I.t!'.I'1 \\ ;, II C Gz y I GRASS FFE=589.01' FFE=5Bs.6s' ISO U / I I I \\ . .1.:1;.1.'.!.•1::I;:I,.. 1. �. \:'\..(;). ;1 I.. I II 1 I\ / \) - /I I p d ® II I I � / m / // \ I .'II:.11.1 !' '.I'.1:.li:l;I: ;F11:,.;11;::1:';l'1.•1:\:�:IC:I'I;�.;�.;1.'� j.l I I I I I ' \I �. I CURB RAMP -588I INLET W/GRATE I O I I \ I •1 C I, .I:.. .1 C L I I 1 I.l.l;.1;:I;;l::l:l'a;:I:1;1:1;[:'1•C:C:I':•1:1:t:1•:•C:I:1;)'`:t:4:1:;1. w/OWS t - 1 8"pOGWO • TOP=588.28' I I / � - I I I I / ' \ \I I I I I I I 11 1• , 1 J 1: I I 1 1 I I I ' I I I I I 'z I'METAL Co s'DEc. INV OUT=583.82'8"PVC C. • II > -x i m I I .1 .. :I : I; V !' I I � I y / \ \ 1 I 1 � t , 1 1 : 1: ); { 1' •'1:'1'.' .I:''I .1'I'I:': .'I: 1.1:'1.::: I CANOPYCOLUMN ' I Z II I h I I 'I:I':I.' 1 111� \ \I .I: .7 I I':::':':•'C'.':.1:J;C:I:.I;I:I:':1•'I;:;;.r•I,L;I. / I {C+^z. &FRAME(TYP) \\\ ® y I I 1 \\ 11;:1 I:•,f.:l;:l:.l'. / ["qW • I I ' I // \ , l �:�:'tl:.lI::l:I:F:1.;1:;1;:1;,1:1'11:.1:.'1 II' . T. • II 0'b// I I .1.'11'tC . I \ V I :1 ' 11 \ I��al ° ° II /� ' I I 1 I ' I:I::i;l;t::.:I.'1..h.I'.'.I.:I::I:.I;:I:I;.:I:I:.I:I:i:l:.I:.:'•1.1:1', I.'l:l;l: I I I I) I't I F'I• f I I I'C'' 1 I' 1 I I G I I --- -- SAN-----SAN-- ® 3'(w)DooR °- FFE=sss.00' II I I / / x I I I I 1 I 1 I \ .!.'I:;I;.I :I:;I;'I; I':I;;I';I:.r:l':I:I.:I.:I:•I..1,1:1::1:1:1:{:f:::;.l:l:. I I I I I I 1 I;1: I, 1 f I I;. .I I I I t-lioIDtl I 1 / 1. I. II Z Q /CAA'>OPY CONC. SWK 4 1 1 J . ..I I I I 1::I : I J I:{ I• f .I: I I: 1. I :1 J .I 1 : I I 1 1 1 I r... :. I I 1 I I' f'I' I F E N C A n I\ h -'- � DBL. II `\ I I I I I r, 1--- I .�. I. ;I:'1;J:1 "' 1:1:•:I:I-t.l•.':I':I.�: 'I.•' ''J' 1: 'I':I':I''1 G \ OFE=5890�' 3'(W)DOOR I I i I I I / \I/ \\ 1 I I 1.; I:.1::I;I.I:r;I:I;I:I:I.f'I::I::I:j:l;t;�::J:�:r:l 1'j'{I'f.1.1:.1.1.'. \ I - - - - ® ° = 3' (WI DOOR 3' (W) DOOR / I I I. ::::. :::: : I : . FFE=58s.o3' 3' (w) DOOR FFE=58B.s8' FFE=SBs.a1' I 1 / I I I I I ' 1 \ 1 I I: 1 1 ' I: I : • . I . ' . I , t ' • .I; .I: J : 1 . r I. I:.1' 1' 1 .1. •I' ' I I 11. I ® CONI . ° GRASS • • FFE=sBs.o2' 3' (W) DOOR FFE=588.94' DOOR i i / I 1 I I I I I I 1 { 1 ' . ' 1 •1, � F . I: ; 1 I I 1 1 I ' I I I . 'I' 'I : I ' I; ' . I ' I..I; :I • i ' I ' I' : I. / ° I I /� FFE=s8s.0o' I I I 1 I 1 •.'1.•'.'I• .''•'.'I:':' 1' I: 'I:1:I:I; I I:''.''''I.' I I I I I I I I x 'I:1'.I.•1'1'.''. l:1'' ('f.l::l:'i:�•�:r:�:l•1•!.'.:� j:1.1•' f l 4; xl I I I I I I 1 / II 1:I:I; I•;I: I:I 1 :1.1:1:I:/:':I.:,:1.1 1:1::1 : 1:1: :I::I:i:t 1:':I I 1 I ° 4" EC / 6' (W) 3' (W) DOOR I I I I I I I/ I ; l :1:: l :l . • .I .1. 1. ' . I ' I f . I : ' 1 I' I . . I 1. r 1' I . . I � DBL. DOOR FFE=589.00' I I I I I I MHD I I I 1: ' . 1 :'1: : f :I :1::I::1. l::I: j : I : I :1 :: Ir �I' r { ' f IF :� I I :I� :� . j I i I / FFE=NOT MEAS. /0� / I I I I TOP=588.53' II I / 1 I : l : i ; I : I : : F .1::1: 'I. . l ' I I I .I :I::: I: J ; .: I ' 1, ' r : ` ' . '1 1 : I ' : '1 I ' I ' r ' :I' ° I MHS GREASE TRAP W/ \ ` -/ J II I I I I /NV. IN=(SW)NOY MEAS. / / { /I : 1: :1: .1: .1::1: :I. .'I:,'I'1: ;l: :1: :I:: / f.l.l •1; .I: i•!; :I:1: :I •1:'.I:1 :l: ;l. 1 ° I I INNER DROP CONNECTIONS / /� C / I I I I i INV. /N=58254' (NIW) 12" STEEL I / I r . ' 'I: 'I:.1 : 1; 1 :. 1 : I : I : f ; ::I: { ; I . I :I • /; .l: ;l: ;I ' I ; j : 1 : j - :1. 1. 1 ) . :1 :I:.I ; J :: l INV. OUT=58232 15"RCP / I IX ' I' 1 f 1 f I I I I' I i 1 I I j0 TOP=58743' 3'(w)DOOR / 1 I I / .r:'"I':•1:'. :I'.•I:':•::11:':'•J:I'r;Ld;•1;1:1.1:I:' :: ..i:r.1 jl ll7..� I I 1� INV. IN=584.5,(E)4„PVC \ FFE=SBs.o1' I I I l I I I '/ I I . . . : :t!: 1.1.I;I.,I.+.;.r.I;•,F:�:1:::J {'I i'.'1.:1':I'.. : 1. II ° Cq� °C. cn INV. OUT=583.0' (W) 4" PVC \ I I CONt;. 57 P5 I 1\ / / I I 1 : • , . I:.: :. . 1. J 1 . I ' I ' I • I :. • 1 • i : f ;1• I. .' II 2 I IV' BOT.=580.67 I r OS, l k / 1 . t ' .:..,:.:.1' .I' .,.:f : ' : I. ' : I . REA 1 ' �:•.I I:I:Ld; I {' I':':•I I• •'1 . ti \ LIQUID LEVEL=583.08' I I \ ,.'1.1:•' '1.':•1':I'I { '1.•.I'i'1• I 0 ® 1 ol�ISE�S 1 I \ '/ \ / 1 I '�'1.%:.1:1: .I: .t.,':['1::1.1:1: I:J:''.•.'.'..1:',;:'.I.J'''i'1:I:II \/ 1 I \ t I I. I I 1. J :,. ,. . ° I I / ' /� / I I I:r:l:r:;.l a % ):':i:r:1;1'; '1 1':•': .' 1 l:i:�:�v: :l: i:i;'I '•\. ARCHITECTS, PC \ /.''. i I I I.f:l:'. I:: l.•. DEC. I \ -/ f// / / W/LANDIrNGS i II I1:1 jl:l:II���111I t I'. •l :I -1: '�'IFi:if:rl�:�\ 115 South RchmondtVSgna23219reet, Suite 2F 5' CONC. SWK . I 1 1 I I I 1 I r j. '1: r :1: I. I ',::I::r i:1:. ' I r l I I' 1 804 277 8987 �, ' `' II / I ' 1 1 1 1 1 !'.''1• f r l I' ' I t l \ I ° A I) fi17 '(WFFE)DOR589 91 3'(W)DOOR FE)589.00' Ci I 1 I II\I " _✓`80_ 1 I 7 II ���!:f:`.l.:l.�:l:l.j{:l.;j/J lf1:p�:;,'1'r�!•1-'1'1•1•.:I•'':1ri:1;1•'I.:':;,; CAN � 1 FFE=58s.02' O 1 I 1 !t 1 I - / / / ' 1 I:•I'1:):CI:':L•1.1:/''I'/:',,l,.,i ,1.1.f.11I /•(.,..I:{:1'I.1.'.'r•f.I' 1 . �,-HO m 3'(w)DooR \1 U / I / - I 1.:.::':•: l: .:::.::•'./:I'l':''.f.l'.'' 4*)y' F' a+ IFUTILITY METERS W/ I l '' \ I FFE=89.01' CHAIN -LINK FENCE(HT=5) - r\-- h I / X 1 1 / { - ' I I 1 r'I•'1.! L+.1. 1. 'L 1.''11. 1.',L L.L1 t:I ;1: 1: . f7,:1:.1• I: I:.j'I. •.. :\•. i- % //�� \ II III II , D, I I I I I I I I / I '':':1'i'1.1:'.I'1.1.' 1'La..h.J/ I I '1 '1 `� )'t-sg, - - } ° LOADING DOCK \ FFE�s6s oR' roil PLAY EQUIPMENT / I I I I 1 I I ' I I I 1 t :I::1::1: ./. -1 : : f : {::I 4: 1: 1; i ' I • j{ :I: a: 1'. il:I{ ,C /F , ::I::L : ` : r :f. :l ; : I ::l ; : ( . ' V ��'`,� I I0 TW/CANOPY 3' W) DOOR 4 I I I I I I I I: 1•: ,1 :.: J. I I 1. . f. C7 I � - '0" CONC. STEP \- 1 FFE=589.03' J C' I I I I I I \ I { ':'j ''.r .1; :: I: 1'1 1 i:IF:,'j.I'.1:Y :p'1:;.:1; 1:1;f:•:{•'I'1• I.1: I' ':\:'4 '..� CRAIGW. 7. KOTARSK7> \ 3 TREADS, 4 RlSER `Sa) \ I I \ I I I I . , . .1 :1 ..: 4 . . .1 , • . f J I I I. ' 'l ; :/' ; . . 14 1:. v ' 1 I PLAY I I 1 1 1 1 I I I >cl : t 1;.1I•..I.1.1.1'. I.I.1:140:C:�: :�:1:I.i.r:!:I:I.;I:�� ;;r:•:�'\ `\ Liao o.ovQzoz8so7 �3'(W)DOOR 3' )DOOR I Q // AREA \\ I I I I I I/ I \ I II 'I::1 I:I :I::1 " 1'1 I I../.:/.'.. r.'.'1• I:r:l•j. I- 1: l•4:-1 \ AV A w4 METAL I I ° DEC.12- I I ° - FFE=589 06, FFE=58s.50" Q I � I I I 1 � I I I : 1 : l 1: :' ' 1 ' 1: •1: ' Y . I . I l' .l. l . l 1 :I; : I 1 l l : f ; l :1. •l. r' !' I I \ \ \ OS Cs ` -YCOLUMNI I I 1 / I'I.', ' .I''.'. I', S _� \ _ coNc. STEPS coNc. n / b I I I 1 I \ 1 I : I .,::I:) : I . F . 1: i : l . I::I ; :I. 'I .. ' r . I r : I .l • f , l L l l 'ro Vim" ME (TYP) - 3 TREADS, 1 / - - - I h / I ' , J' I' . .. \ I 1 I ) I:• I'I':! I i 'I't r:i; r) f'' l:r:' •1. / / ��c II° s 3'WDOOR - I. J 1'.'l;l'1.1.'.',./. 4'04 6+\ 4RlSERS JI\ \ FFE 588.99' '/ r- /'/ / I I I \ I\ 1 1/ j ' i:l:!;1: 1:1'�'I: is 1;l:r .l; :l:':1 .l: a: j; '!;l: :r i; yy: �: I,:� 4: :4 •.I l l 11 \O / I 1\ I I\ .;1:' ll'.F:'7'i:,l I:I.r. /:I.I./:.'j.I.1.:.1.1•1.j.1. l l l I I''• I EP v I I 1 I I I1 I k \ : I:I:!'I:I I: f:f;l:l:1'1.1::I �:F.t :t i' 'L l: .1 '1:1:/1 -r'I.I I I MM E \° `�° ® \>I1 \ 1 1: '1:1; I.l.l:•' 1'l:'1;:1::I \I:•'.'.•.•':':•:I•':J.I.. I o e \\ { \' •/:-'J'i'.-/: { 1'j'J•(' I III I J l l I I I I' 1 I 1 N- I - APPROX. LOCATION OF 4"SAN. SEWER I I J' . I , ' / \ s' coNc. SW TO EXIST. MOBILFiG�LASSROOM. VERIFY I _ 11 1 I !' 1' •/. '. I• I' 1.'; l I I I/ 1 j I I 1 I o \ 3'(w)DooR \ / r I �� \ .:.'.I:' 1'I' 'l:' 1 1' \`''I' ''' �'/' .I I I-o- 0 , I I 1 i J'.•.•' .r:''•'I:l:I' 1:':'j''.I:f:1.) --..1.•.• / FFE=586.54' / g6 LOCATION AND DEPTH. I I r _ `, I 1 I I ,' I \ l I I I \II \ - ' I I ° i''. . .. m (GONG. REMOVED AT TIME OF 1 / ' I 'I I 1 ' t L � 1' • ' " / J' . I I f -ii 1 I I L'.• I'.' 1 I'.'.. 1.•./'.' r'I./' // I W N I 111 \ I.' I.'I..'' I I.l:../ -I I \ I 0 I I \ MOBILE \ \ 1 I I:' 1'' 'I I':;.:. I m SURVEY / GOAL / \ I • : I' .1 ' . 1 { ' . . 'I f l ' l • ' J' . ' , . ' /' • 7 . /. I I 0 Z r° M TAL RAMP / / I CLASSROOM I x I I' : 1 N / 1 GOAL I I \.I.:/:.I'l'1.:.F:•1.1.'.t.l'I.'I,++II.:..:j;,. �IIC'1':'/.' I I I VJ O I I I� \ I\ I J ° - I / 1 'I:'. '.':f:l': 1 11 I I 1 I.. '` / . .C:I:I ,.:, 1 Z WU I O 1 \ LL OI / / / , O 1 I I \ I .1:' I:',':I'1Q:�;;:1::/:; t,/:I•:I•' 1.I: j.:':/',:/:/ '1:11:1-: / I I - ° a 1 \ O I / % / / ATHLETIC COURTS ' c\ I 1 / \ I : { : I : : 1 : I r .I. I. I . I / .1' .1 • ./ I . I. I .,' 6 . / ✓ /'/ I I .1' , - l: / I I O / I / / I 1 "1 I. '' I* j// I I W 2 cn I < I L'.''.'d':I•'•1: :r; Cp1. I:I.'' J'• �' 'I': / I m - I I (ASPHALT! 1 .I' . .' • I h.' 1 . I. %. l / y' ./ /'I I' I W I Q m g6 ter" I :1:I ;l:I:I:I-J.:1•I.i-l.l;:l':1.1' /1 I / /i'i•'1'• O \ � I MOBILE J POST ,' w 1 / I \ 1 '.I. I 1 I '!'1: ;1'I.F:I. 1.1.1.1 /. l . ! ! ' / Z CLASSROOM 4 N / 4" SAN - - - 4" SAN r - - � I I : 1: I. ' :. ' / � I .:. l' :l:) . ' .I / l 'I ' l f :/' I. ' ' : l i / \ I I \ S_-- I / W 1 1 SIMPLEX WASTER WATER I 1 /�. .t. ./:,. I'l'.':J'.'l �. .%:['/.•� .l.'h I / / f I / APPRO LOCATION OF I I PUMP PACKAGE WITH \ ' . r . 1 : :l. •1. 1 • ./' . • / -j ./' l ' . ' :l' � ' . I ' l: '1: ' l ' d' l F- \ I\ I aa 1. �: r l .J.r 'l: r:i'.k? 't l' l Q � I T WOODEN , I I 1 /. .'.' / 1'..r,. / 2" 17/TITER SERVICE TO I SUMP BASIN. (VER/FYLOCATION \ I' :I . i . 1 ;1 . I: ,1 ,. I: I , J l •l; l: / :1. /:./:. j, /. I:. { J. / / \ 1 \ FENCE I I� ti I / i I / l I AND INVERT ELEVATION I \ I I { : ' : '1 1: P. I: ' I I' :� :I • 'l. 1 ' • I a I: 1. .'l.':l'l':':l' l f \ EXIST. MOBILE CLASSROOM. l: • l l l :l' ' l : I. :l' ' 1 3' (W) DOOR 3' (W) DOOR / / I I 1 I \ . i . 5 1 . I . :1: 1. • ! ' ( I . l . i . r I W II -- FFE=586.53' FFE=586.53' }I ,If / / POS HS VERIFk' LOCATION AND DEPTH. ' . 1 ' • ' : ' ' 1 J' 1 l: 'I' :1 ' �'r ' :l ' ,. ' ' 1 ' I • : • 1. ' ' •1' l I 1 \I \ Y\ \ 'I �1 I SHED ''- ---- / ° TIOP=58752' I I l I I \ I ('.I:.I::I:IaI:r:I::a;I.la'.I:I:P:h':fa:a•.L:�i:a:j:�:: I l I I J Q I I \ _ �\ I` N/ NV/N=581.�N4"PVC - J' 'l:l:l:F. 1 .l; l.:a•1.y l.': 1.I -. ,::1I I O \ �x I \ SP METAL STEPS / % O I / I - I , / I I {' I ' , I l .,' . 1 I I • I • 1 . I. l Q -� - \ I I -> _ _ _ _ _ INV. 1N=577.9T (NE) UNKNOWN I , : I :::. y:.l: I I • I:. ' 1 • j ' 1' f • r a' . I . I : : I r l: I' :1 ' : '1: 1. i : 1:. 1 / / I I - O � \ i I il �\ ELECTRIC VAULT TNDI -- INV. IN5v81.28' (E) 4"PVC I 1 / I {.' I' ' I f I- I •I' 1 1 1 1 I I, r 1 I 1 1 / I Z O I \ \ 6"DEC(z) a 1 yr _-__- INV.tN=579.55'(SE)4"PVC I I / / : t:':I:h:II:I'1;..,,1, .J.l (1;. I.I:I:I',L'L.I:.I::•�. /:./:: / I 0 I \ / ' S N \ � - 1 _ - INV {N=583.37, (SJ 4„PVC 1 I I ' 1. . ' I: ' ' I ' f ' I • I.1' I I J 'l: I: l ' l:. A , i . i . l , J 1 ',:. I . , I / I / I \ \ - _ _ _ _ / ,p `. _ - GOAL AJV. OUT=57787' (W) 8" PVC GOAL � I I I I / \ I .: I 1 . 1 ' ' . ' - _ _ _i `$ - - _ CHA/NL Nl 7r7`01 7 w w / ° w w ° I I / x V f : r :I. a . I :' ' : i ;,: ' : i : i :I ; i• :! 'I: i :I :1: /: l: I: :1 'l. i : I . I / I �' V I \, \ - ' ' - _ - - _ _ Af - 6'Cl)ttrO SWK '-� 6'CONQ SW. \ / I I \ METAL DECK I / \ I 1 1 ;1. d: I : J : � 'I 1 :I :I ;I: I .l ' . I: l :% a: ' : I : I :I .,/ I .I { .l 'F I I I / I/ i � 'f\ S GS I 1 Il ' 1 ' I \ s\ _ - - P I I \ l U W 8" - UG A M A // - UGP-� � TRA FOkME 3 I / 19 SPACE W/ O C PAD / \ \ WIN / / - / 6 .'I. •:':': I I I I F I 1 1 r l l l I I I I l \ \ / 1 I \ &RAMP / . 1• I ..'. ;:':I::l I /..�:.'1' l .'I.:•' 'I'I' 'I 1'I I' 11'. J I .� :1. I' I l / SDGRATEINLET 1 \\ I ; 1;:'ilI:I'l[I-"-l:/:4:I:r:l•1.:j,:l'1•I'1:/:/::f Jri::!''i;.l:i• I t I \ / TOP=584.35' y \ \ \ / 1•.'' 1. : l.' '1 a I \ \ INV. OUT=578.80' 12"RCP r ^ - - - \ \ / / ' . I : 1.'.. f :. 'l. .l . I I l l 1 . F j) . ' .1 , f , r : r .: ;,. ' L ' I I , 1 , t 6.�EC. 11 ,"1 11\\ /I / -585, i / I I I 1- EP / - \ / // / / . I. j'.'•I' 4w ;I':: :l:I'1:1:t'1.'l:l:✓;J:1;�,�.,�:1•:';l.' 1 I 1 1 1 1 / 1 , I ...1;/'r.r.'1'I.✓.II/:J.I:l: :j,.l:1:1':•I•l:•1., 1 I I I I I I ' II I f I / / :'I' :I:!*J:I l':'l'::-I:I:i' 1' J I' 1: l l'. l .l' .•1:1: .l'I'.•'. 1. I 1 I I - - - S) ASP CES) (5 SPACES) - _ _� _ J / . I I J' 7 ' I I �m ` \ /SPQL RAMP , I - - -X- �(� _ 1 1 / '.l. :i:i.'T P - l.l•�:1:1::1:J: 7•:I:l:/.'-'I. /.'1 -I j r.j a.• 1 I I 1 I / I I I I� % O/ I' I I EP \\ - - - -%1--X--_£L1RB _1I-'I Ill 1 // I 1 11 ' /:1:1:1:J 'l:/:''/I:l.'l. :r;l.%'l:I:i:f:t:I:l:I:1:I.I; I I I I I 1 ' I I -< ASPHALT / JF I I - I I ..I. ;.J.l.l,) /:i:% (:i' l /:r:/'''% ' :I:!:1::/.:/ 1:r:I I I I 1 I I I/ S � / 1 - / / P 11 / / I / 1:-. '''1.1. l.' 1. I.''1.1:•:•'l. r. .r.l 1. I �d'7 \ ('l. I:. , I l,. t•I•fl':1':F:' .f. / l l I I I ASPHALT / / / (4 SP/7CESJ / I :• I' . ' . 1: l' :. I . 1 :{' ' l l r l r : • ' • ' . ' : • ; ' 1' ,' II / \ P LESHED/BLDG. . I .,'. I 'J•. I J 1 1 1• 1 / l l I I / WATER VAULT - / / II / I / 9 I' ' 1 I / (14SPACES I / \ \ I I:r: l'.1.../.,:l•I.•.'7:':':':.'.'.'1:1' '{: •(. I / / i / / - / 11 / / 'I.' . .I. /, 1. J 1. 11,., .l 'I' !. l I I I I (BSPACES) -- / ll/ / ASPHALT ,/ \ i I I { I r.l.'J J IJ;J;I:J; t'I:'l:l'.).):j;i'•'j.:l:i:•1; / / / I I 0FG / I O (11SPACESI--584-- / Id 0\ /° 3POST5 / l I I'I' l::. l•I:•'I:'I:I:I ;l:l:I;l:'I:'I:'I::/::l.. I:l:f;i.l1 I I / I I.' :'::1•'..l' I I 6"DEC. (2) Q� , h / / I /' . I' ' . ' . ' ' • ' • ' / / I I h II / , l k 1.1.1 I-/ - 1.I./ .vi LJ'I.I'4:1:1: 'i;l;l'{:i:i;:l:i.l.l , 1 I I I I I I \ / / / 11 (11SPACES / / / I I 1:': .1:1:1:'1:1:''1:I.::1;;1:1:1•:l':I�:I:'I:'l::l.:I(:l�t.,::r' , / I I I I I WC. SHED -58 /--1 W I \ /' y' II ) // h�0 ° I/ / ./':'' •1' 1.j :'I 1: l: f: 'r 1 l / / I 1 I I I I / I. ). 1.1.: I1 '1.i.F:l• I•: 1•,:•;I'I )' / l L V l CONC. (cuaec r) / / I / � I i f 1.l'1.1. I l• .l 1 I'l'l•.l.'.':''.'.l.'. l I I I v EP I P -9Cer Mo - -- - a It / CONTAINER BOX I I::d:1:r'j':.I:I'/:1:I1r1I:''1:/'f:':1.:/.:/.:1 l'1'r 1• I I / I I I I _ lJ-S- - - - � \ � --- -- / \ I I.:::: {..l;t�:l'.1..:.1;1'l;l:' ;3:j:)•1:1:1./:l', l l•j.✓. l / 1 I 1 I / lN=578.23' a . l J / , - - - - - blr- 25_ - - - Q �585� \ \ C&G _ - - - - - _ _ _ _ _ ' " EP / (I.." , \. \ % / 1 1 ; . J , :.::1*,:[I. 1 ' : ' ' I 'I: 1 'l. 1 : . • . ' . : 'l . ' I' l '1 / 1 I r / INV. IN=575. f0' (NEJ UNIT - - 'y ' - DEC.�"CONTAINERS (2) I i - - - - _ ! ® / / / . ' 11 /: ' I � ' 1 / l 1. l i 1, /, i , J: l : r ' l :1 : d J; 1 : 1: I . I :.4: J ; I / l / I I I -- -- - --- ----- - \ I / I'. l..r1: 1. I I I /I/ - -- - � - _ INV. OVT=5 4. (1 E PVC - - \ ' _ a r _ C&G - - _ _ - 1_� / ;! I l' { l' ' • 1. I \\ / 4"DEc.(3) / --_ _-581--_-� s________ _____ _ 1 �I^^"CK / 1 / :' �:/:/:1. : r'l:l..l:l.:. l;l::l.':l:l:l':I'/ . .l, l I / l�4 - - Nd14-0117-574.7�" PVC - - - \ \ 1 / CHAIN -LINK I l i ' a - - � ems. - - - - - - ARMOR / / I I I ' ' • 1 i / � ! l: %' ' : r l (: A • . ' I : r :!' :I :1::1: y::1. a .I:. r .I:. i• : I I I I I / l - _ - FENCE, HT=5' a - - - - I I ,- - _ �u��, / . • . • / I - \ \ / \ / ! I / I1�-q-----'Ts.I I / / 1 1 / l'/;!':1' /.(.. l I /;i'' i. , I I l \ \ \ / \ \\ __ -581 �X��� II --___ - -a I ' -� //:r:(/'.//1r: I•i' I' '1 l'' I'/ l I I I 1I 1 I --a', APLE-_ \ / �� - -X _ l l .l.'1.:;.1;'• 1'.•.''1'.•l'.l;l;l:';%.''•;!' I 1 f �_- -- l \ \ \ If / A, f G':':4'. 1 r '. l: '1'.•L 1 I \ �_ i \ G x /` L-1 � I _ �- - / 1 .'/./: . I. h .f: I II I ---- - �G�-- �-G- \ \ - �/ I ,� X- _ -_-__ -- -I-1-� -- 1 I /y I 'J. I.I l'I. 1 . Ir: .r l r.r .r :'..'r',.I. l 1 \ -\ -}G _rt \ \ X-'-III _ - i _ 6°PV.�' - - - - - - - - - - - - - - LL _ - GRAVEL - i \ I , / l l' 1 'l:.l' (' -_---_ \ \ 1 \ \ i ' L ,_ - i - i .EKBlORETEN/i _ _ - - - - - _ _ LI _ _ - - _ /I\ i _ h'I0 / / 1. i:i .l J. . \ \ \ \ \ - - - - - _ 1 _�-'_GRA.VL<L - _ - _ _ _ _ _ - _ _ _ _ _ _ - _ - - - - _ SOP=581.89' �X� EX e/ORETENTION / CH/41N-LINK } ---------5 6 -- _ I l \ _ - _ _ _ - - _ � ' _ - _ - ' _ - - - _ _ - - - _ I I - - - _ - - - - JNV 1N=576.-6 p. §",' 117 / / - - - FE OE HT=4' // .:.l .l. 1 1 s---- -T- I \ - -- - -_---- ----- - -- ------ \ - - ----- --- �� _/ / � ( ) / /././;!:/: \ / -580� INV. T--576B5`(NE}12J7CP _ \ I - - - / \ \ __ __-_-- _ _ �I' � --- _ - ' ' / �:/: j. :I./'-'/. \ I \ \ _ _ - - _ - � _ - - I ' i y�yi _ - _ - - - _ - _ - -ROCK - :r .- - - - _ Jl�_O(7F=5F384'% I: 15`Ft-'P-. - - - - - - _ - _ - _. _ - �X. ':Y': ' /' %./%f . �_ X I. \ I / \ 1 - i --- \ \ - - - - - - - _ ' ' ' / / / - _ _ - - - - - - - ARh7D _ _ _ - _ _ - - - _ _ _ - - �575�^ - �`> -- Y' ' %' /' j i i o - r _ _ - - _ i. ./. /. X i - - - \ - - b / / / / PRESUMED/APPROX/MATE - - - - _. - - - - - - - - - - - - ! . 6 X\�2 / - / , -,c-- f / I ) f / FOR CENTRAL TELEPHONE / i _ - -RCP- ' _ �570. - ' ;^ : - - _ - - - ./: ' • ' /:/,: '� '�. / o c7 \ / / / r ---- / / , ( ' COMPANY OF VlR6/N/A / - / ' - - - - - - .=67�.63.'' _ - - - - - - - - - - - - - - - - - _ - - - - ' i • ,, 'i i. • /' ' ./ . .�/ / / / - _ / l DB. 5 8, PG. 395 \ r - - - - -ED - ' --:':� /' / / i - r �'--' II J b' \- W I \ - 1 \ I : . . . -L - �-- , . - . '7-�. - -7-. -: L_: � - ' . . 1 �'�b .L / - - - - - _ r - i O / / / / I i �X� / / - --_- r 1 / / - - -----580� -: � _ _ _ - -:Y :_�•_.�.. B O :77:; - � :7 - - I I / - / / / - -:=-- -- ---:-- - I I I I 1 1 _�=-=1V49°11;P%:'------/ /,' // �--7,�-//// /,' /fj60/ I / // /I / / _=-_'+: _. - - -= - : . . / 1 / / 1 1 X� �ssa2' es 5/ ,' / /� �` l I Il ` ---- --- _ -- KEY PLAN A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 1 3 4 5 I 7 I I 10 11 12 J H G F E elm C in \ \\ \ \ TMP 91-1D DOMINION CRANE & RIGGING, INC. \ \ \ I uMl s OF \ \ \ \sue ` \ ` \ ` ` \ \ ` \ DB. 1237 PG. 594 \ I \ \ RED S7RlAN \ \ \ as \ \ \ \ \ \ \ \MPRO .\\ \\ \\\ \\\ \ `\\ \\\ \\ \\ \ \ \\ \\\ \\ \ � � \ ZONED: LIGHT INDUSTRY \ \ \ \ \ \SD INLERV GRATE` \ \ \ 2.'S'X 2.5' \ \ / \s TOP=586.84' ��\ \ \ ��\\ �� �\ �� \ uO, �\ \ �\ \ 00$, %- \ o c�J �� \ \ \ INV. 01.99'15"RR'li SCALEI"=20' �590- - - - - - _ _ - - GRAVE[ ,1 I I / / CONC. SWK \ CURB \ _ \� - - Iffr KEY PLAN -\ REMOVE FLUME I- \ I \ EP EX. 15"VIRGIN/A O I/ ( / - _ la \ \ MHD \ MOVE MOVE _ _�- ^ \\ ` SIGN LIGHT 2"DEC. a \ _ - - - ` - _ - _ _ EX 20'WATERL/NE POWER' EASEMENT 1 \ / ��- '� \ TOP = 585.73' - - _ / STONE DAh1(S S\ \ \ _ _ _ \ _ _ - - _ _ _ _ _ \` EX 20' DRAINAGE DB. 1096, PG. 739 ) \ I I SAWCUT CURB C'(/ _ _ EASEMENT 1 I, INV. 1N=583.08'( ))\l'RCP (6 SPACES) POLE R \ - \ \ - \ \ - - - - - - - - - - - - - - - - \ \ EASEMENT 1 \ + \ \ \ \ INV. 1N=583.13' E 15"ROP _ _ B O8. 4425, PG. 332 \-_ \ \ \ _--- �' / lI RF \ \ INV. OUT=583.0' 15" RCP \ FA \ \ � \ _ _ _ _ _ _ _ _ - OB. 4425, PG. 332 ,' N I \ \/� 'kNT�oN \ \ \ \ \ \ \ \ ASPHALT \ \ SOINLETYN/GRATE . \ -595- - - - - - - - - - \ \ / / - - - / VACATE PORTION OF EXISTING \ 3"MAPLE \ - _ _ - - - _ _- - - - ' 20' WATERLINE EASEMENT. \ (co)s^Pvc \ /` � II 12.5'x2.5' / \, �\ ♦� \ \ TaP= 587.32' 5 �� MHS \ W I TOP=585.72' (-, \ 12" \ j�( \ �sB ` I ` INV. IN =585.20' (SE) _ - - - - _ _ _ - - - ` `�-� _ _ _ 'S9 \ -TOP CONTRACTOR TO REMOVE AND -EX 20'1NAIF�L7LlNE _ "INACCESSIBLE DISCONNECT ALL ELECTRIC, \ \ r I DEC.. �� 10"DEC. INV. OUT 15"RCP - - _ EASEMENTFORACSA ' ' PLUMBING, AND IT EQUIPMENT \ -584' INV=I79.83' /(0 S8$\ -� - - -------- --- _ _ _ - _ \ /1 /II \ \ - \\ \ / `SB9, � NO PUBLIC USE \ --- -- - - - - ----- - ---- OB. 1831, PG. 129 ---- _ _ _ \ REMOVE / II '�---------- ----- _ - f as° SIGN - - - - - - - - - _ _ _ \ / ASSOCIATED WITH MOBILE \ MOVE \ 8"DEc. / - - - - - _ (co)6"Pvc -L _ _ /' / - - - - - - - - - - - - - 590 - - - - - - REMOVE SEWAGE PUMP AND TANK _ , - _ CLASSROOM TO BE REMOVED. 2 _ TOP=58579' ---- LIGHT -Y __--- -- __-' ` _- ------------ - - ---- ------ \ _--- REMOVE ANDSALVA o ll mv=57s.s4' \ / ---- POLE ----------------------------s---15"RCP --- --ti ---- -- --- - ---- %-- -_-� - - - - - - - - - - tsrAIRS-' - L CONTRACTOR TO FIELD VERIFY THE \ \ \ \ EXTENTS OF THE REMOVAL NEEDED \ I TOP=585.05'- - - - - - _ _ \ _ 9 PRIOR TO DEMO. REMOVAL TO REMOVE PIPES AND - \ / 1 INV=579.22' \ EX. 20' WA ® m \ � REMOVE � \ \ \ ASPHALT - � � \ \ \ m O I m TEND TO LIMITS OF DISTURBANCE CLEAN OUTS FROM I ll _ _ _ _ _ _ - - \ \ \ EASEMENT FOR ACSA \ oo m W- _ _ _ J A /OR EXISTING BUILDING PENDING \ HERE DOWN AND 11 / \ \ \ 1 ^ o ' - W - - -W W GRAVEL / DAYLIGHT TO NEW DRY II \ \ \ \ - FI D VERIFICATION. \ ll / / \ \ \ OB. 1096, PG. 733 „ s� m A EP GRASS \ POND. PATCH INLET ON \ a I II - - - - m m _OO - \ \ \ \ / ( RLWOVE \ \ \ \ x ll / ' • - - \ REMOVE ` m \ \ \ n \ 6'CONC. SWK - _ ���GRAVEL / k AVON STREET. �� / B"CHERRY _ _ \ / A�€ra V AND S L'VAGE \ 3' (W) DOOR - - - - - . \ \ ` \ \ n \ �2r I I I 3'(W) DOOR srA/ \ \ FFE=589.00' 3' (W) DOOR FFE=590.53' �I FFE=590.6 ' 1 ` FFE=589.00' jl (bo) B"PVd FFE=88.98' G / \ \ \ \ \ I 3' (W) DOOR L'(W)DOCR MOB LE IlOP=837,6, 6"DEC. (5) \ \ FFE=588.98' 3'(W)DOOR CLASS OOM CONTRACTOR TO REMOVE/SALVAGE \\ 1 \ 1 \ \ \ GR S I FFE=588.98' FFE=588.98' / \ /NV.=579. 2' \ \ �- <- -\- REMOVED BY�OWNER/ACPS I I 1 % 1 \ \ \ a I ALL METAL STAIRS AND METAL DECK / ` \ \ \ \ ` ` REMOVE POWER BOX FFE=590.59' FFE=590.60' I� / AND RETURN TO ACPS TYP. ' // I / \ \ \ ` o FOOTERS SHALL BE REMOVED BY CONTRACTOR I /I -W I 5" CREPE (2) I / / \ \ ` - - WJ FOR ALL MOBILE CLASSROOMS THAT ARE ¢4ETAL DECK � / I / / I I \ MOVE \ \s - o REMOVED, INCLUDING THOSE THAT ARE NOTED / / / WHO r\/ I 16"DEC' \ I l LIGHT ss I TOP=584 4' ro I I \ 4 \ TO BE REMOVED BY ACPS ON THE PLAN. / / METAL STAIR / I /' I I \ POLE j� \ 6'CONC. SWK 3'(W)DOOR ./ m / I� / / ���yyy I � � \ \ \ \ \ l\ \ � \ ® 6' W OBE. DOOR \ GRASS l / / NV. 07T=579 6618" VC / / / / ' SD INLET W/ GRATE / ✓ {�/q I / I \ \ \ as \ / 6' (W) DBL. DOOR FFE=588.99' \ / / / TOP=580.99' / \ = I {JI a�1yC I I \ I / FFE=588.99' FFE=589.04' ( ) ^ I -t- (pV] \ I / / /' ��vvyyONC. SWK I 1 �+ / I INV. 1N=57S66'(SE)8"RCP ) \O I j I I I \\ \\ \ \ \ n 10"CHERRY INV. OUT=578.58'(NW) 15"RCP I I 1 1 \ • J_ GRASS \ N `�\ I \\ / - \ / 6" MAP E ) \ 11 Q ® cONC MOBILE \ \\\ \ \\ 1 /' / \ 12" DEC. m -� \ \ O \ CLASSROOM \ \ I I \ / a- ,�.__ - I 1 \ �, N \ / \ I 12"CREPE 3'(W)DOOR \ REMOVED BY GC / _-_-_---__-15"RCP'-== I ; y \ I FFE=89.02' 3' (W) DOOR 3' (W) DOOR \ \ \ \ / / r \ 1 I / 3' (W) DOOR FFE=89.05' 3' (W) DOOR REMO \ �` \ \ / / / I I I ( ! (� Q FFE=89.06' FFE-590.46' \ \\ 1 \ l / 24"RCP cbh EX. m I �\ / FFE=589.06' ® FFE=89.03' I OOD \ \ \ / INV.=57563' REMOVE RISER 1 h I SIORETENTION I ` 1 l 3'(W)DOOR RAMP REMOVE AND \ \\ \ 1 / / MIND P I / FFE=569.04' \ \ \\\ \ 1 1 1 TOP=5�2.72I AND PIPE UP TO 1 \ \ I 10"CHERRY Q SALVAGE `- \ \ I 1 SO CURB INLET W/MHD II \ \ 7 I 1 I p I 1 6"DOGWD n SO 1.5'X 1.5'GRATF METAL \ REMO 'AND 6AL E I 1 INV. 1A1=576.23'($W) 15' RCP TOP=581.63' CURB INLET \ I o 7 12"BIRCH TOP=588.15' REMOVE AND DISCONNECT L ELECTRIC, LAND. ETAAAL INV. 1N=57734'15"RCP / I I 1 g'�� I I I I i m A I r Z INV. OUT=58Z5i /� \\� \\ 1 I I I / V. IAV-57%.10'(lN) 15"PCP / PLUMBING, AND IT EQUIPMENT SSOCIATED \ \ ,NV. IV=5TS.23' N 8"ItVC INV. OUT=57712'24"RCP:� WITH MOBILE CLASSROOM TO E REMOVED. \ \ ' �\ ' \\ I ` '\ I INVIOUT�5761'82'24"/RCP / FIELD VERIFY EXTENTS OF E REMOVAL REMOVE EX. BIORETENTION \ ' / I I o orvc. \ I I / / 1 I m A ° 8"DEc. NEEDED PRIOR TO DEMO. EMOVAL TO \ FACILITY AND SWM POND AS \ _ \ / / I FFE=589.05' \ \ \d \ \ I 6"DEC. (4) I / / I I I p, 3'(W)DOOR \ EXTEND TO LIMITS OF STURBANCE o \ / I AND/OR EXISTING BUILDING P DING FIELD I 1 \ \ 1 \ / / I 0"CHE RY V RIFICATION. k SHOWN ON WP0200600002. \ / / I • \ \ L- - -I / \ I / 3' (W) DOOR GRASS \1 '1 co \\A 1 \\ Y) / 2Q"RCP II 111 1 w 1 1 �\ 1 I ll\1!-574.55' \ m I I I 1 1 REMOVE FENCE \ \ 0 Q FFE=89.01' \ FFE=589.03' 'n \ \ ••� 1, I 1 % I 1 3' (W) DOOR \ m IONIC m ' N64°15'S7"W - - / /rlmr y II r 11 ® / TMP 99-13 , 1 \ '95 Ll \ O I / / I 1 3' (W) DOOR FFE-)589.06' _ - _ - $ \ \ I // I = 12.00' / �, 1 000RDBL. COUNTY SCHOOL BOARD OF 3' (w) DOOR - \ \ I y�� I` I I FFE=58s.08, ALBEMARLE COUNTY, V/RG/N/A FFE=589.01' 1 // O I _11Yn I I I 1 Q y/ \ I TOP=s37s1' DB. 1033 PG. 313 FFE=588.99' \ \ 1 \ \ 1 / STATUE m ZONED; R1 \ \ / / / n I NV. IN=580.79' (SE) UNK MATERIAL ^ DOOR / I I / / / / m /� RAMP W/ 0 ( ) 6 (W)OFEL=58902' FE 9 I \ \\ ^ \ ` \ `i `,/Y�,(/ / y l + D NV. OUT=580.43' SW UNK MATERIAL �\ \ \ \ O O - \ \ V \ l 8-DEC. / �. / ,i I \ \ /� \ \ \ \ 1 9- I / a EX� 15"VIRG/N/A \ /l I MHO \, \\ /J' -0 < D / I \ POW EASEMENT \ - h MULTI -LEVEL TOP=588.83' \ DB. 1096, PG,739 ,Z7 D \\ \ \ / I I • MASONRY, BLOCK& FRAME INV. IN=57703' 12"STEEL '/ \ I \ \ �.i,�--o ® SCHOOL FACILITY SO INLET W/GRATE INV. OUT=57726' 15"RCP N/\\,\ \ REDO / \ \ 4 Ec. I TOP=58L82,BOT=576.9T /4�'E ..\ 4 I / MOUNTAIN VIEW E. S. /\ \ \ \ \ O / \ {-'- INV. 1N=583.37' 8" PVC / \ \ 35 IV -, Z {av�y(1757AVON STREET EXT) 1 < \ \ \ \ 8� o = I\ _ C&G \ \ i \ \ �4.r' art.,' O I / '}O I 3'(W)DOOR INV. OUT=58292' 12"PVC /l \ \-(' CD -�7 Z„U.' FFE=589.02' 3' (W) DOOR / ` \ \ EP \ \ I I FFE=589.04' 3' (W) DOOR It ' \ \\ \ \ \ \\ \ \ \ \ \ \ V 1 FFE=589.03' l \ \ m I \ \ MAILBOX EX 20' WATERLINE 6"CHERRY I 1 \ I 7��y�" // \ 1 \ \ \1 \ Ln \ FFE=589.04' 1 \ \ \ \ \ EASEMENT FOR ACSA I �, I I ` 3' (W) DOOR \ \ DB. 1132, PG. 751 Z \ ��`llL���1111 {Q�7 ZI O GRASS I / I I I 1 1 1 \ \ w Q �+tr/ 'c,(,�7 FFE=589.03' m \ \ OB. f096, PG. 733 \ ®---------------------------------- - \1 I \ I "' \ CI)¢ I 10"NOEL 12" / ---------------------- V 1 --- `sry w A \ 8"CREPE (3) 8"CREPE - 1 1 1 1 1 /� I II CONC. I ' 9 \ I \ �. \ \ \ I MOVE EX 20' SEWER E\A EMENT 1 3' (W) DOOR 6' (W) DBL. �jj -51 w m ASPHALT I DOOR CONC SWK II I 1 1 / O LIGHT I I SA \ I FFE=589.05' 1 6' W OBE. 1 1 1 Z / \ I \ \ \ I I . 1 2 5 FFE=589.04' DOOR 1 1 / 1 1 1 1 I MHD \ \ POLE I 8"CREPE II 1 Q \ / _ \ I EP \ \ 8"DEC. I FFE=89.00' I 1 1 / I I TOP = 5 M \ v/ p \ 1 I - I I , _ • I I I INV. IN 0 \ C&G \ ' 1 I I / % / I I M \ I INV. IN - \ I . I I I aaee/aa[[_ \) ® 9 • / I/ \ X I I i j 1 I INV. OL COI SWK / \ I I l I I SAWCUT _ I • REMOVE, SALVAGE, AND 3'(W)DOOR O I I I I II 6'61RCH I I I SIDEWALK • REINSTALL FLAG POLE. 3'(W)DOOR FFE=588.99, M I I I I REMOVE I I - • BRICK BASE TO BE FFE=589.06' I\ REMOVE GRASS FFE=589.01' 3'(W)DOOR I , I I I I I 1 ( \ I CURB RAMP / ® REMOVED. REFER TO 1 4"DEC. cf \ / W/DWS 1 I CURB RAMP SD INLET W/GRATE a ) Iy/Das CURB R4MP I I 588 \ LANDSCAPE PLANS. p _ \ s"DEC. \ \ 1 \ WOWS tTOP=588.28' \ \ \\ ' B"pOGWO Vx I' METAL 1 C. s DEc. REMOVE SHRUBS AND INV our=s63.s2'B"Pvc I m \ \ I I I I 1 I I \ \\ / I CANOPYCOLUMN I ORNAMENTAL TREE 2 1 y l l 1 y18/ \ \ 1 \ II I \ ' / i ={C„yde/y�'„' &FRAME(TY'P) 1 O �I I / I BRICK^M1�ON. SIGN ) cuRwip S `\ REMOVE STONE SPLASH I 0�� 1 I I I (MVES) / \ \`\ I // ,- I\ ' \ I I B"SYc. '� ` PAD AND FRAME 3'(W)DOOR I I I FFE=589.00' I UFO _ UFO I \ ^ \ \I VAULTUTILI' / 1 I TOP-582 1DBL.I \ I I ( Q SAWCUT CURB I I - FFE=5890R I IN V =579. I 3' )DOOR 3' (W) DOOR 3' (W) DOOR FFE=589.03' 3' (W) DOOR FFE=588.98' 6' (W) OBLFDOOR .O1' I I I I FFE=589.02' 3' (W) DOOR I I I FFE=588.94' FFE=5es.0a \ I 1 12" DEC. (3) 11 I I REMOVE CLEANOUT 4"p EC / X I I NO PARKING SIGN 1 � I / 6' (W) 3' (W) DOOREX. I I I I I 1 B ORETENTION I I I I I II U I I// OFFBE=NOT MEAS. /y0L. DOOR�/ \ FFE=589.00' \ I i I 1 I I I MHO INV. IN MHS (GREASE TRAP) W/ \ I 1 1 I /NV. IN INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. / C / I I ' ' I /NV. o W ' p 12" DEC. \ 'III II Lt,�� ' \' Y 1`1 I o I I 1 p TOP=58Z43' / \ 3' (W) DOOR ® / I I I I M 1 \ I I II 29"wiuow I I I I A INV. IN=584.5'(E)4"PVC FFE=SBs.oi' C. rn INV. OUT=583.0' (W) 4"PVC 1 CONC. STEPS BOT.=580.67 SANITARY LATERAL TO REMAIN ] \ I REMOVE II I 67r11EAD,s, l 1 \ 11'111 8-DEC i i' I LIQUID LEVEL=583.08' O ® 1 SIDEWALK l 70 J/SEFs I I � \ 1 ' I O ,'\'1 II'11 i I 1 11 Q I I I ,� \ I I DEC. REMOVE ` /\ I CANOPY 3'(W)DOOR �1 3'(W)DOOR \ / I / I \ 1 JrI '-580- I FFE=589.00' \ FFE=89.02' C Q FFE=89.00' I I I \ / \ Of I ' ' ' \ \ I m I l y 1 \ D I 3' (W) DOOR UTILITY METERS W/ LL 11 1 \ \ • W I U I n \ FFE=589.01' \ \ / X CHAIN -LINK FENCE(HT=5I) / - _ / �\ 3'(W)DOOR R (/E PLAY EQUIPMENT I\ I/ \ \ \ \ O \ \ I / A fp•z, LOADING DOCK \ \ 3'(W)DOOR FFE=589.01' h / I \ \ I qI I /I 1 I I [ylL�'' W/CANOPY / \ \ FFE=589.03' I / I 1 I I I \ \ \ \\ \ \ v I 1 Ifl/ I 1 \10 3 TREADS, 4 RISER \SBA\ I / PLAY / \\ I I I I 3' (W) DOOR 3' (W) DOOR 1 / AREA \ 1 I I I \ 6\PV \ \ \ \ I T 1' METAL I ° D C FFE=589.06' FFE=86.50' / \ \ I I I I I / INV. 7�.3 \ \ \ C NOPY COLUMN �\ I \_ CONC. STEPS DONC. I 1 n �OQK Y I \ &RAME(TY'P) 3TREADS, I I CONTRACTOR TO REMOVE/SALVAGE / - I 1 \ \ \ \ \ \\ \ \ \ ARMOR\ I /�I d'6+ 4 RISERS 3' (W) DOOR / _ °I II \ \ V I • I \ SIDEWALK TO BE REPLACED AFTER jl\ \ FFE=5B8.99 ALL METAL STAIRS/RAMPS AND / / '\ RETURN TO ACPS \ \ \ \ \ \ \ I I I PORTION E WALL TO INSTALLATION OF STORM PIPE. CONTRACTOR p (TMP) I I \ \ \ \ \ \ \ BE REMOVED - REF TO PROTECT EXISTING FIBER LINE & BOX 8"DEC.\(2) \ \ \ \ \ \ � \ \ I I I ARCH DWGS FOR \ \ per I Y ADDITIONAL DURING STORM PIPE INSTALLATION m I I 1 \ \ \ \ 12 \ rYERi \ \ \ I I I 3' (W) DOOR I \ 6' CONO SW. Q \ \ \\ \ I I I \ I \ FFE=586.54' _ - ' I REMOVE I I r REQUIREMENTS / f - \ \ \ \ //I REMOVE yl I 1 IN. \ \ \ \ \ \ \ \\ \ I \\ I I m SIDEWALK (CONC.REMOVEDATTIMEOF 1 I / / POST I I \ \ If 18"BR,JD)FEAR I \ I I REMOVE P • SURVEY) REMME L R MEP \I CURB I 0RE �rt.r' 1 I \ \ I\ O I 1 REMOVE PLAYEQUIPMENT / 1 f i.t.r' ' � \ I I O II 11 II II I I I I O O I I 2-DEC, \ 1 I I 1 1 I ,I l i \ I \ I I © i \\ I i t / / / POST I r, / I I I I \ ,' I l l l l i, ,• \ I I yI �X REMOVE MOBILE ` / pY 1 I I I W' \A 11 ', I I I I 1 \\ I \ I \ I I CLASSROOM s--- N -/) 4 ' I I 1 PUM '}\\ S/MP I III 8"DEC. I I I I I I I I I I ."-� 7 WOENCE ODEN/ `\ ' / I I I SUM � � 11 / / 1 AND / c)CL I I I I ' I I I I I 1• I 1 1 v ��' I .;(✓v) DOOR 3' (W) DOOR z O a jQ J 0LU U d p Z U U) LLJ Q fn 0 (`) Z U) O Op m H � 0 N 0 W Q 0 Y Q N It2 It m Y � M (0 Q Y CD Lu ~ W LU Z U Z Cl W Y U < H WO RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 CRAIG W. J. KOTARSKI Lie. No. 0402048507 " a5, 03/ OV 2023 c>✓. M 0 0 0 O o M r� LLo M o )�� V NO z LL 0 - U W LL O Q r w W 0 ww J 0 Q z0 > >U U) z[)000 O W Z LU L I_ Q W m LU Z ado JLL 0w0 W N � 0- o> LLJ �N 04 Z � Z LU a OLU Q LJ_I LLJ J O Z Z z ~ O D>O o _0 Da L Q LU V) CC G U 0 U Z Lu a o SHEET C2.4 E C C IN W 1 3 I 0 5 I 7 I 0 10 11 12 1 PIP 3 4 5 I 7 I I 10 11 12 J H G F E elm C An Elm \V 10"CHERRY I\ O I n I 1 I / 10"CHERRY d // I 13 n�l I C � I I I a m I h I I I II I I C rn m II I 1011CHE RY I I I i It � - I e 1 I e 1 I I a I II 1 I I � I I RAMP W/ O/ • 3 Z L *0i �I I I\ I I \70"HOLLY EX 20' SEWER �A\SEMEN I I ACSA \ /r FFE=89.04' GRASS MOBILE \ \\\ 12" CREPE 3'(W) DOOR \ \ CLASSROOM FFE=589.02' I REMOVED BY GC - 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR FFE=589 O FFE=589.05'P9-BIRCH 3' (W) DOOR OOD O FFE=589.06' FFE=590.46' FFE=589.03' 3' (W) DOOR I \\ \ MP REMOVE AND \ \ \ 1 / / MRD FFE=589.04' \ \\\ 1 SALVAGE \ \\ \ \ 1 � I I TOP=5�272 6"DOGWD SO 1.5'X 1.5'GRATP METAL \ RE\ Q D 6AL E 1 IljlV. 1AI-576/23'($W) 15"RCP TOP =588. 15' REMOVE AND DISCONNE TALL ELECTRIC, LAND nnppE7A[ \ \\\AN \ 1 1 / V. W-57, 10' JW) 15"OCP NV. oUT=5875 PLUMBING, AND ITEQUIPM TASSOCIATED srA/a\ \a \\ \ \ I I `NV#V-3-23'/(N)8"/PVC d WITH MOBILE CLASSROOM O BE REMOVED. \ \ \ \ \ NV./OUT-576/32'24"/RCP FIELD VERIFY EXTENTS THE REMOVAL \ \ \\ \ BOj-57 .93' NEEDED PRIOR TODEM REMOVALTO ONE. Cn� 8"DEC. 3' (W) DOOR \ FE=5a9.05' EXTEND TO LIMITS O DISTURBANCE AND/OR EXISTING BUILDING ENDING FIELD � \ \ 1 \r 1 VERIFICATION. fk7s^ 1\ 1 1 1\�\\ \ \ I ) 1 2q"RCP I II 11 // / / // �trr I NV \k� SCALE 1"=20' 3' (W) DOOR GRASS 1 m 1 1 I !i\� l �574.55' 1 \ \ 1 I / / / / / / / / / h / / / / / - -FFE=589.01' \ 1 u) 1 1 / / h / / / / / S4 3'(W)DOOR \ \ 1 1 REMOVE FENCE II 1 1 \ I I 1 / / / / / / / / /h / / t / / /� I S� CONE. FFE=89.03' \ \ 1 1 1% I I I 1 \ I / 40 _ `i"\ 1 I 1 1 1 \ \ f}OCKARMOR I I I / / / / / / 60� / / / I 0 20' TMP 91-13 CHANNEL L6'(W)OBL. COUNTY SCHOOL BOARD OF 1 \ +5"$RCP_\ _2a_'R_CP 1DOOR3' W DOOR3'(W) DOOR 1 FFE=589.05' FFE=8s.08, ALBEMARLE COUNTY, VIRGINIA FFE=589.01' DOOR DB. 1033 PG. 313 FFE=58899' I Q =ss7s1' ZONED: R1 \ \ 1N=580.79' (SE) UNK MATERIAL OUT=580.43' (SW) UNK MATERIAL 6' (W) DBL. DOOR D I \ \ N / FFE=589.02'o FE 9 I \ \ y/ \5u\ MHO MULTI -LEVEL TOP=588.83' INV. IN=57703'12"STEEL MASONRY, BLOCK& FRAME \ \ \ SCHOOL FACILITY SD INLET W/GRATE /NV. OUT=57726' 15" RCP //\ \ \ R� EMOVE,� MOUNTAIN VIEW E.S. TOP=58782, BOT.=576.97' ,/ \ \,J�/,C HAINL\NK \ \ \ �k\ \ \ \ \ \ \ \ - - - _ \ - -\ \ \\ \ \\ \ \ \ \ \ \ \ ♦ \ \ \ \ • .\ \ \ \ 3' (W) DOOR FFE=589.02' 3' (W) DOOR (1757 AVON STREET EXT) INV. IN=583.37' 8" PVC V. INOUT=582.92' 12" PVC FFE=589.04' 3' (W) DOOR 3' (W) DOOR \ \ \ \ \ \ \ \ \ \ FFE=589.03' \S'SaS FFE=589.04' r d , DOOR FFE=8903' I /l \\ I11 11 11 \ \\ \`- _ _ \ \\\\\\\\\\\\�\\\\\\ I d 12" / 1 XI 1 I \ 1 1 1 \ 1 \X \ \� \\\\\ \ \ \ \ \ \\\\ \ \ \ \ \ 1 1 \ CREPE 3 8"CREPE ®---------------------------------- 1 I I 1 X� _ ---------------------- 1 1 1 I \ \ \ \ \ \ \\ \ \ \ \S6s II \ \ coroc. I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 3' (W) DOOR 6' (W) DBL. �, I I DOOR CONC. SWK \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I FFE=89.05' a 6'!W) DBL. i ,1 i , 1 1 \ _ \�.. \ \ \ \ \ \ , \ \ . . . \ 1 \ \ 1 • / - I I M \ I i lNV. Iry = 06Z.7U (PW) 7z- � I LLL \ \ ® ® / K \ X I I I I INV. OUT = 581.70' (NE) 15" RCP 1 CHAINLINK (HT=4 J \ \ \ \ \ \ \ \ \ \ 1 1 1 1 \ 1 \ t/ I \ \ \ \ \ \ 1 I I 1 1 1 \ \ SAWCUT ® REMOVE, SALVAGE, AND 3'(W)DOOR SIDEWALK ® REINSTALL FLAG POLE. 37W)DOOR FFE=88.99' I ftt I I \ \ 1 I 1 1 1 1 \ \ FFE=58s.o1' 3'(W) DOOR I GRASS / ® BRICK BASE TO BE FFE=589.06' I I 1 \ \ I 1 I I I I I I \ I CURBRAMP I I t / o REMOVED. REFER TO I I II 1 11 11 I II III I I I I I 111 I I II I II II 1 �588 \ LANDSCAPE PLANS. SO INLET W/GRATE III 8"hOGWD TOP=588.28' I c x I I I / / \ \ I I 1 I I I I I I I I 1 1 f I 6"DEC. INV. OUT=583.82'8"PVC e II // // II 1 II II II II I 11 11 i 11 I I II IIII 1 1 1 1 II I I II 11 1 1 1 m I I I� \ \I I CA 1'METAL C. REMOVE SHRUBS AND I ti / I I I \ / \\ \ I I 11 I I I I II I 11 I I I I I IIII IIII 11 11 I I II I I I I I / $`= &FRAME(7YP)MN I\ ct ORNAMENTAL TREE 2 16 o I I I \\ REMOVE STONE SPLASH yq�/ I I i I I i �I I 11 I/ \\ II I III II 111 III I III II II I I I I I I I I II I III 11 I II I i i i I I I I PAD AND FRAME DOOR I F E=89.00' / I I I I I I 1 I 11 I 1 1 I I I I I I I I I I I I I I ° A 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 fMomD pE. / F (E=DOOR 3' W DOOR I I I \ I/ 1 I I 11 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 I I I I I II - 3' (WI DOOR 3' (W) DOOR FFE=588.98' FFE=589.01' I I I I t \ I I I I I I I I I I I I I I FFE=589.03' I I I I I \ 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 FFE=89.02' FFE-)589.00' I I I 1 1 I I I I I DOOR FFE 58694' DOOR /it 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 / NOUT 4"pE DOOR DBL. FFE=58900' I I I I I I MHO / FFE=NOT MEAS. yy� \ \ I I I I I I I I I I I I 1 1 I / / \ I I I 70P=588.53' _/ I I I I IN IN= (SW) NOV MEAS.MHS ° II INNERGREASE DROPCONNEr TONS REMOVE SANITARY LATERAL. / C ,/ I I I I I I I INV. /OUT= 82.321V) 12" STEEL / / 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 I f I f I I TOP=58743' /\ 3'(W)DOOR I NV OUT=582.32 15 RCP I I I I I I I 1 1 I I I I I I I� INV.lN=584.5'(E)4"PVC \ FFE=56s.a1' � I I I I / I Ik I I I I I I I I 1 1 I I I 1 I I I I I I INV. OU584.5' 0'(W) 4- PVC SANITARY LATERAL TO REMAIN 2 I m BOT=580.67 I REMOVE I CON �SD� PS)IT131\ I // II I I I 1 I I I I I I I I I I I I I It I I I I I I I 1 I I I I I I I I I \ LIQUID LEVEL=583.08' \ I I I \ / ' I 1 l l I I I I l l I I I I I 1 1 I I I 1/ 11 I I I I I � ® SIDEWALK I ol�lsE�s I I � /\ 1 1 I I I METAL I It w LANDINGS IIII/ \\I I// 11 I I III I I I I I I I I I I I III I DEC / REMOVE \\ I 11 11 1 I I I I I I I I I I I I I I I I �11 I It I CANOPY 3' (W) DOOR 3' (w) DOOR II ( l i\ I r _580- '// l/ II I I I I I I I I I I I I I I I I I I I I III III I I I I I IIIII I I I I d 1 FFE=589.00' I A � FFE=89.00' 3' (W) DOOR i I I I / ^ 1 FFE=589.02'E 3'(W) ! I I I 1 I 1 r 1 1 I I I I I I 1 l l l l l l I I I I I A UTILITY METERSW/ I I f l \ \I I I I I I I l l I I I I I I 1 \ FFE=569.0� I I CHAIN -LINK FENCE (HT=S J LOADING DOCK -- \ I 3'(W)DOOR R 41EPLAYEQUIPMENT / I I I I I 1 ro I I I 1 1 1 1 / I I 1 1 I I/ I I I I I I I I W/CANOPYCONE. STEP 3'(W)DOOR FFE=89.01' l l l I010" FFE=589.03'\ I I I 1 1 I I I I I I I I I \ 3 TREADS, 4 RISER `Ssj \ \ ! I I I I I I I >c / I I I 1 I 1 1 I I I I 3' (W) DOOR 3' W) DOOR \ 1 I / PLAY I \\ I I I I 1 1 1 1 1 1 III 11 FFE=589.06' ( _ n // AREA \\ I i l I I I I/ ^ / I I I I I I I METAL ° O C ° \ l CONC. STEPS FFE=s6sso' CONO \ \ ,cZ� I PvcotuMNl ME(TYP) 3TREADS, I CONTRACTOR TO REMOVE/SALVAGE / __ u� 3' (W) DOOR / , I 1 / h 4 RISERS of FE=86.99' ALL METAL STAIRS/RAMPS AND \ PORTION OF WALL TO SIDEWALK TO BE REPLACED AFTER j \ I RETURN TO ACPS (TYP.) BE REMOVED - REF INSTALLATION OF STORM PIPE. CONTRACTOR ARCH DWGS FOR TO PROTECT EXISTING FIBER LINE & BOX \ ' /Fa I\ 1\ v I 1 I I \ IIII I 1 1 1 IIII / I l I III I I I l RADDITIONAL EQUIREMENTS DURING STORM PIPE INSTALLATION /\ FFE=586.54' / I REMOVE I i\ SIDEWALK (CONE REMOVED A T TIME OF REMOVE I f I / SURVEY) 1 I REMOVE \ MOBILE POST I � I\ \ / I WTAL RAMP / \ I I CLASSROOM l REMOVE PLAYEQUIPMENT / G - I I /I \' c9 I I / / REMOVE POST REMOVE I I o Ix MOBILE CLASSROOM /) 4 SIMPLEX WASTER WATER \\ X I I II I I I I II If REMOVE // PUMP PACKAGE WITH I}�\ 7'WOODEN I ( I SUMPBAS/N. (VERIFYLOCATION \ I I I I I l / I 1 3' (W) DOOR 3' (W) DOOR FENCE I J y /I/ li I III I I I I / I I l' FFE=86.53, FFE=586.53' 1 ` I I / / I I / I I AND INVERT ELEVAT/ON) \ I I I I I I V I * MO E // I III IIII III 11 1 I I I I I I I \ o\ \ / REMOVE SHED I l l// I I I 1 1 METAL STEPS gPN - - - --W10110ING - , - - REMOVE V / _ �' g O V REMOVE I / 1 I III IIII IIIIIIII III II 1 / 1 I I I I I lI l l/ 1 1\ ELECTRICVAUL7 POST \ \ \ 6"DEC. (2) d I }r - - - - _ _ - \ S N 1 3, , I -REMOVE ) r I I I I it I 1 1 / I I l IJ�I1` �__ sc-------- /� - �� - CHAINLlNK7F74) IIII I I I I I I UT CURB - _ _ _ _ OffC. SWK / / 1 \ W REMOVE SWINGS W / I I / \ METAL DECK I / 01. \ \ / I & RAMP I I I III I I I IIII I I I I I I II I I l l l l I I l II it // I I I I / W -U I I Y v n 0� SIDEWALK TO BE REPLACED \ \ / / l 1 1 1 ll l l I / I I I l l I l I IIII l 1 1 it 1 1 I I I/ / /� I P g" // J AFTER INSTALLATION OF IV 1 \ 7 I / I 1 --- UGP� -- TRA FOkME STORM PIPE 6"�EC. I 1 (/ I- // /l� l l l I l l I I I I I I 1 1 1 `-- I� i I / \ 5 EP (9 SPACES) W/ O C. / / I I I I ( _ _ _ XI / CONC. ll \ / // / / l/ I/ l/ I l I I I I II 11 \ /5 RAMP / I - - - \ - -� -_ `I/ I lI l l/ Ill I I I l l I I I I 1 I I I 1 I / I / /////J //7//'/j//j/T//7///r//j//J `. -_- %1= _/ x- -_ _ 7C J 1 l ASPHALT CURB / UFO I' / I £[7RB`_l4-' 1 I I I 111 I l l/ l l lI /I l lI 1 1 l / I \ / I _ - - I I I l/ l l I l I ll l l I I I II l l I I I I I / /S'p / I RELOCATE acoN r P 1 SAWCUT ASPHALT (14SPACES) l I I WATER VAUL �\ SAWCUTCURB P LE SHED/BLDG. I I I 1 III I I/ / I l l I III I I I I I 1 II 1 1 / / AND CONCRETE I I I I (BSPgCES �-� ASPHALT Y I LET/////IIII / � \\ i 9� I 1 I III 11/ I lI 11 / I I 11 1 1 I I I I I I I I/ l l UFO / I C� ) (II SPACES) \` -58a- J/ / H////// /O REMO SE /' / I I / I I 1 I I 1 I I / l l I 1 1 I I I I I I I I I I I I I I I I // / / 6"1 REMOVE STORM PIPE 1 SAWCUT CURB ' x I I I I I I / I I I1111 11/ IIIIIIIII 111 I I / 11 itIII I 0�L "� / I CONC. (CURBC T) - _ / /y a I I RELOCATE / I l It 11 1 1 1 1 1 I I I I l Ill l l / I l l l l l l I / / I I I I I I v EP P _ 9C[t Mo / I I I / I / CONTAINER BOX I / I 1 1 I I / / / / / / / I / I / I , =VC 5 / I / ,�4 --- ---- -- �-\ I I I Ill l l / \ - I / lN=578.23' d I/ I I I / l / I l l I l -------- OP--58425- - -- �585 I --- / ( URB CU I I I 1 1 1 1 l l I l l 1 I II I SHED- / /dF`40P- S1 \ \\ C&G_--[�i^�� ----- // P � � INV. 1N=575.10' (NE) UNIT ` _ _ _ - -0 DEC. \ QONTA/NERS (2) ' Wt.'>_ - - - - - - _ CCCv+++^^^ - - - - _ - INV. 1N=575.20' (W) 8" PVC _ - - - - _ . _ _ 6" q'd5s t _ - _ C&G 11 I / r 1 / / l l / l I I l I I / l I 1 / l l / I I \\ / 4' )EC 3 / i _ - -581- / iR l l I - WV_01T_574. 75'EPVC _ `-- ��\\ \ / / CHAIN -LINK I O -{C -�_-� ----'/ n-_-------�-- `mot/ OCK \ / l l i / d - _ .� ARMOR \ \ FENCE, HT=S' {as' - - - I I +�-_,, / I _ t�QEZ'.(4)- `{�Ss I -581 - = �= = `)'rtr/ ®I / l / ^( / / / // I/ / / _ Gam__ �\ G-rt--}G _rt �\ \ �./ /-�X-i� X- 'i �6"PVC ___-__ _----___..0 = X� GRAVEL�-r �KBlORETEN V _ .� _ - _ - - _ _ _X_�_ --�-!_ GRAVEL _ - - - - - - - - - - - `- - 'I - _ - - _ _ - - -SOP-581.89 �X� EX. 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REFER TO HARDSCAPE PLANS. o E A M o it N to Q C O vE O �.3 a 3 V M W � • � O N • Z N 7 • ` d M • J X O V LL J � In C O O N 0 _ �7 M a a � J O F- �O ~ Z O a jQ a Cl) U w 0_ H O Z (n LU Q rn 0 Z Z O O H � m N O CO O d) Cl N C)� w Q Y Q m N o It2 It Y Y N �i CD Q M Y U Y C) Lu ~ W m w Z _U Z Cl Lu Y O U) Q w Q IY w aIQ 2 a 0 0 U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 TH 13 as o.04 20485017 03— M O O `O o 0 co LLo Mo VJ NU z mQ — U O 7 w LL 0 Q r Z w ww J 0 Q Q O Z 0 Z _ O � > �U) H � Z [)000 O � wz W z Q 2E W LJ J a_ coW ado 1-- 0 uJ o LU No rn J C) > H N 7 z W a D O W LLi LL X m U O 7 ZLU OO°� W Lr)r Q J U Z Lu O Q a o- rr o 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 LEGEND: o 10GRASS \\\ l7Le 5CONC. �_n\\ \ 2 \—GRASS LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT \ 0 \0 NON -WOVEN GEOTEXTILE CONCRETE SIDEWALK I ® \\\ 6" TOPSOIL FABRIC PERMEABLE LINER 0 0 WITH A FLOW RATE OF >110 HEAVY DUTY CONCRETE GAL./MIN./SQ/FT m A 2 \ \t\ (E.G. GEOTEX 351 OR EQUAL) MILL & OVERLAY �1 7 n \ CONC. \\\\\ � MULCH O� I% \\ NNSITU OICL ED ® PERMEABLE LINER ® I \\ ® FIRE LANE (GRASSPAVE) CGR: SCALE V=20' \o o scae0 20' 40' ETIC PLAY FIELD - CROSS SECTION \\ \\ CONC. \\ CIO, TMP 91-13 COUNTY SCHOOL BOARD OF I— — — - WOOD PE ■ WAM� I J. I�l��.i (L\ix j r4.u�J����11� I■.� II■ffnfflumr -on l II I I KEY PLAN I _ E w rn o ii N N h Q C > E vE O �.3 a 3 V M W � • � O N • Z N 7 • ` y M 9x O na LL J � Cc rn O N v M a a � J O llJ �O ~ z O a >< 0 o_ C � U 0- LU HLU O Z G) Q rn 0 z C0 z O O H � m N O CO O d O N o w Q 0 Y Q m N o It2 It Y Y N Q M �i Y 0 U Y 0 Lu ~ W 0 w z _U z 0 W Y O U) Q w Q 12� w 11� 2 0 a 0 0 U RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 try =�I0 as o.04 2048507 03— M M M O N � O O O O co LL CV . O Cy O VJ N0 z m U O 7 W LL O Q r z w 0 ww J 0 Q g0 0 c� Z _ O 10� > >U) H � Z [)000 O� wz LU z Q 2E LU LJ J a_ CID LU ado 1— O LU LLJ 0 (o rn J 0 > H LLJ L 77 w a > O L w 06 m U O 7 z LLJ OO°� cUr Q 0 J U z Lu a o SHEET C4.3 1 1 2 1 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 F E D C B A I I \ \ \ \ \ \ TMP 91-1D I III I \ IA \ \ \ \ \ \ \ \ \ DOMINION CRANE & RIGGING, INC. \ DB. 1237, PG. 594 s8 \ \ ZONED: LIGHT INDUSTRY \ _ \ \ \ \ \SD INLE� I1/GRATE` \ \ 2.$'X2.5' \ \ TOP=586.84' \ \ - ��\ \ \ - 505, T 5 81� P� \ INV. OUT=584.'99'15"R\ Cb a / \ ` I �\ _ I114 \ \ MHD 1N=583.08'(NE) IN TOP =585.73' It I V. \l5�'RCP ` \ \ INV. /N=583. 13'(E) 15"ROP INV. OUT=583.0' 15" RCP \ �- �\� \ \ \ SD INLETYN\GRA TE - - ` -595- S. \ \ ,` 12.5'x2.5' - - - - - - - _ (CO) 6"PVC \ j` // / 7 I 86.30' \ TC ` ^I - \ \ TaP= 58732' - - - - - - - - - - - - - - - - - - - - - \ \ I TOP=585.72' (-, ! �S INV. 11 % =585.20' (SE) - _ - - - \ \ INV=575.72 /; (p \S - /II \.� 587.38' TC `------------ - - - - - - -- - _584� I 106 8S� I I S8S - TIC \ 38$.00' i `S / INV. OUT=5�84a93'(NW) 15"RCP - - - - - - - - - - - - - - - - - - _ I - 04 T -- - 587.45' /\ TC 9y,\ \ \ - - ---- -- -----` \ \ lI (CO)6-PVC -/ - 586_65- 588.46' TC /' ' - - - - - -590- - - - - - - - - - - - _ IL I 585� TOP=585.79' ----- _ -_z------- ------------ 588.97' \ ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REROUTE EX. o II -NV-579.94' ------ ----- - ----------- --r=----- -_ ---- ___-- --' - - - - - - - - - - - - - - - - - - - - - - 584 \ TE--\ --- - --15"RCP-- ,�-\ 6"PVC TO TC r�\ -- \-- - -\ -' ` $90_ -_ _ / - �I �r „PV 105 585.84'73 \ 588.44T \ �S r-------- DAYLIGHT1 \ TO / ( I -56 21 - - - - 5 S TC TC POND TC 85 85.58, 585.74' ` \ \ \ \ \ \ -- 00 \� I I - W� I \ \ VDOTSTDCLASSAl T rc, `L \\ \\ \\ -w----w- BROWNSTONE RIPRAP `\ \ \ \ ram EL ` WIDTH 1=3.75' \ �\ WIDTH 2=9.25' 583.28' LENGTH 18' I , DEPTH = 18" BROWNSTONE RIPRAP CHANNEL \ 1 FROM CURB CUT - TO BROWNSTONE 1 > GRAVEL FLOW - - J SPREADER (TYP.) 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IN=57703' 12"STEEL \ \ \ TC \ 584.99' TC ' I I ® TOP=58782' BOT=576.97' 583.83' \ 584.90, / 1 \ INV. IN=583.37' 8" PVC \ \ £17 a 8 1' 1 - / L aO I \ INV. OUT=582.92' 12"PVC "� TIC z \ \ 584.74' 1 --------------------- \ �N w -------- 19' TC I TC 'S I �o �'\ \ \ I I 586.23' 11 l I 587.58' \ I I II I TC _ \ I \ \\ \ 585.74' I I 1 ` 9 \ 1 I 907 588.24' 6"PVC @ 1 /o MIN. SLOPE \ I _- -� 11 I II f / I /- \ I ® ' 1 \\_ /' 9 • x22O,\ ,' ii 586.06' 587.U5' ;.- � I I �SBB, 1 • II 586.54' '''' :x% I ) • II 587.16' _ 588.77' � II 585.5 \ lI TIC SD INLET W/GRATE I I I / 1 587. 2' I - - TOP=588.28' I 585I588 84 05' I / „-' ~ ll 588.65' I ° ' INV. OUT=583.82' 8"PVC V II 1 I -y16 I \ \ rc TC ,' ' I i \ I / 6" PERFORATED 584.24' 585.71' \ 3 I I I� I I 1 WW+++'" 589.0�' \ I I PVC UNDERDRAIN 589.01' II @1%MIN. 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I xI 4II / \I\ I II \ /I 0I I / ; 1 I1 Ij \II' �\'ICP }occH� l2SCALE 1"=20' /R574AMORCIO, 24"RCP MHD TOP=588.83' INV. IN=57703'12"STEEL SDINLETW/GRATE /NVOUT=57�BOT=576.9 TOP=58782' 7 OO INV OUT=5829212"PVCL 12" 587.58' 85' o 588.24' 219'(S CP 10'(� S"81.706" PVC 586.06, 58 5I �578.75' 587.16' 588.77' ° \°75_ SD INLET W/ GRATE 587. 2' I TOP=588.28' 588.65'-58884' INV. OUT=583.82'8"PVCrvi 6PERFORATED 589.01' PVCUNDERDRAIN 589.01' MINSLOPE 576.2 I II FFE=589.01' 579.10' ycpx NOV 72 .32 5"R( (D 578.8577.23' -580— 3 6" RFORATED PVC `576. z' ° UNDERDRAINOP Ih FORA UNDE GND GND GND At& 5 .45' HP 88.36' GN 2' 79 58.58 577.75' I r ,U DOWNSPOUT 4C.O. COLLECTOR 6" S H 40 PVC P) r W/CLEANOUT (TYP.X 1% INIMUM SLOPE 4 REFER TO DETAIL I SPR VIDE 5" WIDE K TYLE ALUMINUM GUTTER FULL ' LE GTH OF CLASSROOM TRAILER PR VIDE TWO 3" BY 4" ALUMNI' PR CN N 6. l 578.80' 577.60' o - _ 317 318 SWALETOINLETTC 10 585.96' TC 584. 9'319 / SAN 584 UGP— p �Pti" C.O. 577. I x / TC 9.28' s I 585.00j SWFLE TO INL 580.48' WEIR TE 8" SCH 40 PVC ovo -584- 1 1% MINIMUM SLOPE 325 CW 303 324 / 0C.K Mo _ _ _ _ _ - _ I -- s" - 36" ACCESS MANHOLE TC TC — 1585\ - -- IN -578.23579.69' 578.33' 511 LF OF 36" CMP0C _ - - - - -581- _ -E------- 5 oAll DETENTION PIPE R -581 G —G—Tc I 578.98' 91ORETEN �64- - I SOP-581.89 X EX. BIORETENTIOio -569 ` T INV lN=576.�57NW) 9'ZVE INV IN37685`(NE)42- CP l / -580 '(+�W)1- - CK_ _ _ _OOtT=5 —570- - - - - - - - - - - --- _ _ _ - -- ------------------- YFE�- - - -- IIIl /1 I, I ' 1 I I r /1I I \III1 I lI 1II `I 1 I ' I 46 /� -_�_-/_, / i660 ---- KEY PLAN o E rn I ii N N h Q C O Q O 3 a 3 V r0 00 � • � O N • Z N 7 • • ` y M a 5 x O to LL J � QLr; C O O N v M a a � J ,o r Z O a jQ J �a � D_ LU a.LLI p Z U U) Q (1) 0 U) Z CO O OZ N 0 LU Q 0 Y Q M N oIt It2 Y N M (0 Q Y O Lu ~ W LU w Z U Z CI Lu Y U < RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 CRAIGW J. as o.04 2048507 03I � M 0 O � O O M to Lo MO VJ NU z mQ LL - U O 7 0 1 r w LL O 0 z w w 0 ww J 0 Q z O > >U v) Z L.000 0 Q W z J W a- LU 2E w (D Q m �.0 z � L 0 W LLJ 0 N I..L C) > LLJ H N N 7 LLI a % 06 OZW Q Lu J fll �J m I— P U) z J OZz� (n w 0 Qf>OO �O�Q (n G U �r�In� V U Z Lu O Q a o SHEET C5.2 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 4:U1 EXIST. GRADE 585 585 580 580 /p 8"X6" rAPPING wy SLEEVE AND VALVE TFR� CONNECT TO EXIST �c SWAT RLINE 575 575 570 570 v, 6 ro u') D_jOZ W 0 0 �� NzoW0Z> O +_ ~FO'F Um0 H i0- co +Z +Z W m W m +z W m +F� �(na�~= _007 >O Zo ZXUU OX ir, 0 F`� FwioUO V Ow �JO UCo N (/%N Cl) OXa J U LL Z H = Of ��zLL 0 ZSHS z S w 00 W > S~S W S > Z OJ 00 0 0 0 .F z+ z+ z 0 + Z 0 + Z N 0 + Z N 0 N Z N 0 W Z N 0 + Z n 0 (D Z 0 + Z U W W W m m W in C W W W � W W I W m W m v v v v � v ' � v � t � rn � v � v N U) 595 590 590 \ ' J 585 585 EXIST GRADE — / �\ PROP. GRADE / 580 PROP. STA 15" STRM 12+05.85 / / 580 — — — — — --- 149' 1 3.5' MIN. 1 575 575 EXIST. 15" STRM STA 12+25.77 . 15" STRM PROP. 15" STRM —PROP STA 12+50.00 STA 17+76.59 570 570 565 565 a+rn in+nn li+nn 91+rn 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: V=5 11+00 12+00 13+00 14+OU 15+UO 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) 18+00 19+00 INV IN 582.80 (B-C) INV OUT 582.60 (C-D) 4TSTA 13+75.87 8OP85.76 INV IN 583.30 (A-B) INV OUT 583.10 (B-C) Sq.S 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' (M 8" 1 IVC 585 585 1.12' 580 EXIST. 15" RCP T 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 1 1 570 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 A M o it N to Q 0 E vE O �.3 a 3 V M W � • � O N • Z N 7 • • ` d M a+ 7 • X O V Q n LL J � In v c rn 0 N = vv M a a � J O F- �O ~ z O a jQ a � U o w O z U) ¢� 0 z z O O H � m C'4 0 CO 0 0)N Cl 0 LU Q 0 CO 0 Y Q m N o It2 It Y Y N �i 0 Q M Y U Y o Lu ~ W m LU z CD z Cl W Y O U) Q w Q Q� w fl� _ 0 a 0 0 U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 as Lie. No. 04 2048507 — M M M O N � O O O O co LL CV . O �� Cy �//O VJ NO Z m U 0 0 w LL O z Q z w ww 0 J Q Q O z (7 z O > > U? z[)000 O I LLI Z LU Q LU W J m LU a 3: o LU LL. w w N J O o0 N C) i H N O Q �Zw> O I- LLi QW -J a_ W J U OZz� OD°g J =0aQ C��0 � CO U z Lu O Q a rr a o 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 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM DOWNSTREAMINVERT 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 303 1 15" 304 - EX302 574.10 573.97 0.79% 1 16.31 LF 15 inch RCP 311 12" 310 - 312 582.18 581.86 3.71 % 8.64 LF 12" HDPE 313 15" 312 - 316 581.76 580.40 1.81 % 75.06 LF 15" HDPE 317 15" 316 - 318 580.32 579.35 0.97% 99.53 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 574.70 574.55 0.50% 29.64 LF 12 inch RCP NOTES: 1. PROVIDE WATER -TIGHT FITTING WHERE PIPES OF DISSIMILAR MATERIALS CONNECT 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 310 586.35 4.17' 12 inch Cylindrical Structure 312 586.54 4.78' 15 inch Cylindrical Structure 316 584.53 4.21' "MH-1" 318 584.09 4.74' DI-313 3 ft Throat 320 584.45 8.67' DI-313 3 ft Throat 324 578.33 3.63' DI-313 3 ft Throat 59n 310: 12" Basin - Circular Grate STA 10+00.00 TOP 586.35 INV OUT 582.18 (311) M M n 0) CM .. 0) MM00 .M... (0 r .M..� N .M,.. r- 0 LL7 7 (0 '0 Cq 000 0 O M M LO 0i MOOT 0't 0 in rn I (0Co MM� (v��0 u^'1 M+ V r-- F �_ + Co 0�LOZ 0 ++ H o,°°°Z 0 F M�Oz_ 0 o��z O > ioQa» 66 0> > NHO> &0>> i (nHz z . 'A"Z Z M(n Fz z 59n EXIST. GRADE 585 \ r 585 N PR OP. G DE 580 - HGL 580 313 75.06 OF 317 15" H PE 99.5 ' OF @ 1. 1 % 15" DPE @ 0 97% 575 115.53' 575 15" R 323 @ 3.00% 14.32' OF 15" RCP @ 3.00% 570 PROPOSED 570 DETENTION SYSTEM 565 565 9+50 10+00 11+00 12+00 STR 310-CMP #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 13+50 EX302 Cl) STA 11+37.57 w TOP 581.71 m Cl) INV IN 573.97 (303) (O INV IN 573.94 (EX309) + (o(i INV IN 576.35 (EX307) o I (a Z INV OUT 573.84 (EX301) M Q 0- � OF 585 W (n 585 PRO P. EXIST. GRAE iE GRADE i \ 580 i 580 i ACCES' RISERS 2' MIN. OVER III \ \ IR WALL 575 575 303 1 .31' OF 570 570 0.79% J EX301 36" CMP PROPOSED HGL 27.19' OF DETENTION SYSTEM 15" RCP BOTTOM ELE V = 574.10 @ 0 77% 565 1 1 565 9+50 10+00 11+00 12+00 12+50 CMP #1 - STR EX300 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 U O C .. U') O O Co w O V O V W ornH �0 a0 0�0> U)Fz 0 (V O 2 � (Mp r + 00 D�LOZ Q 0 > ��z 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 N 575 HGL 575 101 21.35' OF 15" RCP @ 3.09% O O > N o_ M ao 0 0 W n O O w 0 Off - ^1 ce) M+O 0 0 ap�2F o��Z20 vaa>0>O NCO Z Z 585 M U) P W 585 PROP. G DE 580 580 EXIST. GRADE 575 575 PROPOSED HGL DETENTION 25 29.64 OF SYSTEM 570 " 570 @ 0. 0% 565 1 565 9+50 10+00 11+00 STR 324-CMP #1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 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 O_ _O u 7 X X O W W 00 0o O 7 r co 1-- M M LO W 4') LO (f1 Z Z O Z Z Z N _a d L U � C O o O o C (R W pj 0 (b o ro LO w,U-)z_ �0> u) ~ Z 590 585 585 580 580 DRY 105 43.70' F 15" R P 575 @ 2.9 % HGL 575 570 570 POND 9+STR 9+50STR0104 100 - STR EX102+00 - STR 10611+00 I HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 0 5 PROFILE SCALE o E A M 0 it N to Q 0 O vE O �.3 a 3 V M W � • � O N • Z (v 7 • • ` d M a+ 7 • X O V Q n LL J � `Lr; > c o+ 0 O N _ �7 M a a � J O F- �O ~ Z O a jQ a � U a LU a.LLJ Z U) Q V) 0 U) Z CO O OC'4 0 CO 0 d 0 N 0 W Q 0 Y Q N o It2 It Y m Y (V Q M �i Y 0 U Y o Lu ~ W W Z CD Z p W Y O U) Q W Q a LLI aIQ 2 a 0 0 U RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 as o.04 2048507 03- Cl) M M O O L O 0 (") N - O (y O VJ NO Z m Ow U W LL Q z Z W ww J 0 Q Z O >U) z[)000 O� ULLI Z U) LU LU Q LU LL m LU J a LL. O^ L U W C N IJ > LU LU °' N W Q % `- W a ' LU OW Q H LU LLI _j J � ) V _ O zz� z Of°g 0 a < (n CO G U �� /) � U CO Z Lu O Q a a rr o SHEET C7.1 1 1 2 1 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 F E D C B A 1 / 1 / SCAkE 1 "=41�- I 0 80 II I\ I 1 \ \ \ 1 1 1 // / kill 1 � 1X \ \, TMP91-ID I DOMINION CRANE & RIGGING, INC. 1 I \ \ \ \ \ \ \ \ Jy \ \ \ \ \ \ \ \ \ \ \\ ZONED: LIGHT IND STRY 1 1 \� \\\\ \\\ \ o� , SHEET Ll 01 kill / ��, \ \ __\___\% \ �� _— -� \ \ `\ \'---- __ -- -''\ •G' / _ TMP91-12 l/ / \ \ I \ ` \ \ \ ` \ _ 9 _ _ _ \ ALBEMARLE HEALTHCARE CENTER, LLC / --_ - fJ ��\ / �\ / DB. 4132, PG. 347 ZONED: PLANNED DEVELOPMENT \ S \ l�BS� _ O• &� a / ` - - - - _---590- - - - - - - MIXED COMMERCIAL W-- _W k It /®/ 1 // / ' /' yj1� ' / ' / ' ,'/ / \ \ GALAXIE,LLC / / ' ' /' / / / ' / \ DB. 3643, PG. 110 I �I ro \\\\ r\I \\ / /////////' OR 4425, PG. 325(PLAT, BLA) cP \h6�I /////Rr \`QZ. Cot F EL \ \ \\ \\ \ \ \ \\ \ \ \ \ \ O\ • //\ \\ \ , \ ��\\�� \\\ \ \\S\\ \\ \\ \ \� \\ \\ �\ TMP 91-12B kvvL�`y - \ 7 .7 \ I `(a I I • l�` \\\\ \\ ---_ - \\\\ \�\\ / BEN FRAZIER& MARAGARETA. FRAZIER \\ \ \- - _ -7_-==\�\�\\�\\a�5`\�`\J\:\\\\ \\\\\\ \\ \\\ `p �\ \ / DB. 521, PG. 518 \ \ \ \� \ I I%� I \ o O er • i p =-- -- --- ---- / \ II 1 111 1 \ �� \\ \\ \\\�\\\\\�\\\\\\\\\\ if I\\\\ \ \ \ \\J, 1 /� \lIIIIII\ \I\�I \9 w / n I I kill Jill 1II 11 I I \p\\\ \\ \\ \\ \ \ \ \ \ I II I I I 1 \\ I 11I� II O II I '\ / / T� \ 111j II 1 1111111j1 I111 I I \\ \\ 1111111 111111WL1 / ---- II I I I I I I / I 7 I I111 iIIIIIIIIII�I�I�I1III�ItI NI* IIIIIIIIII1IFFE=58901(VO , / 1 V \ I I I I 1 I I I I I \\ / O I IIII I / I II II IIIIII IIII IIII IIII IIII II I 111 I \ \\� \� \\ `\ \ \ /I //_1 11 I I/•I / !� 298' `/ IIIIII I \/IIII l IIII I IIIII II I I I \\\ \ TMP91-1 1 O I mo• I I I 1 1 I I I I I I I I I \ I \ \ \\\ \ \ \\ I I I I I I I I 1 I I I I \ I I I \\\\\ \ - \- I/ I \ /' \ / / I I II111 I IIII I IIIII I I I \\ \ \ \ \ \ \ \ DANNY B.THOh 6,P I I I' I , IIIIII III 11 I / I I I I 1 I I I I \ \ \\ \ \ \ \ \ � \ \ \ \ WB. 176. PG `\ �rl , I I II I o f l I I I� •I Q I I l/ J / J 1 1 1 III I I 1 / 1111 11,11 I l 1 , Il I""' h \ 111� \ I I \ I \ I• �� I1j/ / / \\\ 11 I I,11'llll�llllllll1j111111111 �111 1 I1111 11 1 I III I I I I I \\ \\\\ \\ \\\ I 1 a ! .I I 11 IIII I I1,1 1 II I ) \ \\ \ / I IIII m I \ I I 7 1 1 I I I IIII 1 I II III \\ \ \ \ \ \ , O I / ',III IN I I I I ^1� I IIIII / d^b I II IIII IIII I,I111'111111'111111111 \ \\\ \ \� \ > \ \ \� i q, 1 ���� lI IIIII l \ \ \ // ; '\\\\ • i I I , �, `�� \ IIIIII I �\ jII IIIIIVY/ I Ill / Ili \\\ \ ICI I I I <' \ I I I IIII1111/1 III[ III 11/ l I I I I\\\ \\ \\ \ ^\ \\ \\\ \\ \ \\ \ \ \ 4 /ate \ \�� , � Ti .� - `se I I I I l l II I \ \ 1 \ \ \ 'h1 1 fI\\\\\\\ II ` III II --- IIIII / I ,III lIllll 11111111,j111111// / 1 I \ \ -- ., 1 1 I I \ lI'lll I l' III I \ I \ �I I I,11 IIII I I I I I I I I I I I \ \ I I T'� \ \ \ •.. III I \ I I 11 I \ \ \ \ \ / I� � � � \\ � \'� 1 y' \ � • I � / I � y\II ,' .gi 1 1 1 I I I I I 1 I I I / ll 1 I � / I I I 1 II 1 I I 11 I II 11 1 / III \W�` \ \ I f• I I L.' 1 I 11 1'\ I / /'i/IIIIII I I I / IIIIII \ \\\\ \ If l I I / 1 I I / \ \ \ \ \ �' `� 11 I I I I• I �, , ,:" ti 4 I I�,I?7'1 l / l // \ \\ \ I /l l' /�/,7 1I1I1I 111I 6I 'I \\ I I I• � I I \ 1 III III I Il I �\�AON \ \ \ \ r ATE LE 4 I I, 11 11 \`` / / I o 7 NoS III I 1 1 Ill,1 11 1 11 II l �l M //�/ \\\ ♦\ \ \\\ I I L I �. I� / III IIIII I a Q - �" I I I It III 1j1/111 1 / 1 I111111ll/ l � ��w� Il� , / \ \\\ \ \ IIIII-me-'i'�"�lll.11 �I I I I ' 1 II/ / / \ \\_� \ _ g�rg' , l/lI (III/Ill Ill /Ill 111 /Ill I I I I /II/IIII I ` I \\ \:\\'= `\ / Il�ll/llllll�/lllllllll//'IIII / / 'IIIIII IIII \ I ' \ \\ \\ter I I II \ "� I\ / T\\.,�\\ J I I O/ / \\ Illll III 11111111111 / l / IIIIIIII II I I , I \\ _ S S \ \ OF - --584- — — 8 \ _ _ Ill / /I/ Il 1 l `` � � I IIII I I I 1 \ ! l IIII/ L ,, / ll Ill I1IIII11 / AV/N/ryMP9f .A \ z I �f�� I / Ill l ll l ll _ • / 0• / I I111 I I Il Il a/ TM/'Af \ I -1 I \\ ��-- - - -_-_-- sf- - - - -- - \ _ - - —_ -- -- // '%/ �d^ / / / \ \ 1 cis \ \ O _ —_ __-__ - - -�/ / / / // / \ \ 1 k TMP. 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BARNES�I — No. 0767 03. 0 I.2023 � M O o� 6 Q oLO m- wa � /'1 �J � r> O N Z O z LL a - U OILL 1 r w o 0 Q z z w F- F- LU J 0 a QO z Z O > > r_ V �U >CN0 Z 000 O � Q wZ J W r2 2i w in III U Q LL 0wQO W c,4 Q > H N Q w> J O Q W Lu J J Im � ` > US Q 0 Z Z Lu P- oZ)°o w 0< > cn 21 U O Z W d ry 0 SHEET L1.0 E C r _0 I 4 5 I 7 I 0 10 11 12 3 4 5 I 7 I I 10 12 J H G F E D C B A It DOMINION CRANE & RIGGING, DB. 1237, PG. 594 ZONED: LIGHT INDUSTRY \600" \ \ \60 S9 IN 590- = -- \------ - - - - -- Ion \(3)QUE PHE \ `--------- - - - - -- - \ PLANT KEY TREES BOTANICAL NAME COMMON NAME HAM VIR HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 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 CER FOR CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD CDR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD MAG JIM MAGNOLIA VIRGINIANA'JIM WILSONTM MOONGLOW SWEETBAY MAGNOLIA SHRUBS BOTANICAL NAME COMMON NAME ABE PRO ABELIAX GRANDIFLORA'PROSTRATA' PROSTRATE GLOSSY ABELIA CEP DKG CEPHALOTAXUS HARRINGTONIA'DUKE GARDENS' DUKE GARDENS PLUM YEW ILE DEN ILEX GLABRA'DENSA' INKBERRY HOLLY ILE VIER ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY ILE RED ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY TRA MAD TRACHELOSPERMUM JASMINOIDES'MADISON' MADISON CONFEDERATE JASMINE VIB PZM VIBURNUM DENTATUM'PAPZAM' TM PAPOOSE ARROWWOOD VIBURNUM GROUND COVERS BOTANICAL NAME COMMON NAME PHL SNO PHLOX SUBULATA'SNOWFLAKE' SNOWFLAKE CREEPING PHLOX /r-_----------------------- - ----- - --- _ - \ O_ \I �\ _---------------------------------- - -_- __ -' _ ----' \ ` \ 11 �S8 - _ 1 II \ , ,3e9 - - _ ` -5g4, w I \ II s- \ • / , - - - - _ - - -$90— - - - - - - - _ - - ` - -` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ----------- -_W—_ -- \ \ \ *o —w-- --w-- _ _ \ \ _j7 \\ I \ \ 1 , �7 J l I IN rl \ 1 I o --- __ It I I 1 I / \I r J \ II\ 0`\ \\\ \\ '\ \ /l l I/ l Ep CL LO lJF1If I o \\ I / (4) PLA OCC I (28) ILE DEN I I II II jIrl• \ (1) CER FOR (1) QUE RUBI TMP 9 3 ` - 1 I r COUNTY SCHO L BOARD OF , , I I II° 1 , II ALBEMARLE CO Y, V/RG/NIA DB. 1033, F3 I ` o yap I \ I i 1 I • ZONED. 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INSTALLED SIZE ROOT PRUNE CODOMINATE LEADERS ROOT BALL HAM VIR 1 HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 2.5" CAL. B&B REMOVE BROKEN, BADLY DEFORMED, 12 GAUGE \ PRE -CONSTRUCTION RUBBING, NARROW CROTCH ANGLES, GALVANIZED WIRE \ NYS WIL 2 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 3.5" CAL. B&B WATER SPROUTS, OR CROSS- 3-2"X2" PLA OCC 4 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B BRANCHES. HARDWOOD O QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B • CONTRACTOR IS RESPONSIBLE FOR CONTACTING VIRGINIA 811 AT GALVANIZED WIRE GUY 12 GAUGE. STAKES / 1.800.553.3120 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE ALLOW FORA SLIGHT AMOUNT OF QUE RUB 4 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. FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT NOTE: • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO ONLY STAKE TREES WITH CER FOR 1 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 6'-8' HT. B&B BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL LARGE CROWNS, 2" '1 COR PRI 2 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 6'-8' HT. B&B BE VERIFIED PRIOR TO BIDDING. CALIPER OR GREATER, IF MAG JIM 2 MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA 6 -8' HT. B&B • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND LOCATED ON WINDY SITES, OR WHERE 8' 2"X2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND TAMPERING MAY OCCUR. I STAKE SHALL BE DRIVEN A SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND MIN 18" OUT FROM TRUNK ABE PRO 9 ABELIAX GRAND IFLORA'PROSTRATA' PROSTRATE GLOSSY ABELIA 24" HT./SPRD. CONTAINER 48" o.c. REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY REMOVE TAGS, LABELS, AND AND OUTSIDE OF ROOTBALL PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE CEP DKG 28 CEPHALOTAXUS HARRINGTONIA'DUKE GARDENS' DUKE GARDENS PLUM YEW 24" HT./SPRD. CONTAINER 48" o.c. STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-T 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 ILE RED 12 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS BALLING ROPES. REMOVE BURLAP OR OR 1-2" HIGHER IN SLOWLY WIRE BASKET FROM TOP % OF BALL. IF DRAINING SOILS. DO NOT COVER TRA MAD 17 TRACHELOSPERMUM JASMINOIDES'MADISON' MADISON CONFEDERATE JASMINE 24" HT./SPRD. CONTAINER 48" o.c. AND CONTRACT SPECIFICATIONS. CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH VIB PZM 5 VIBURNUM DENTATUM 'PAPZAM' TM PAPOOSE ARROWWOOD VIBURNUM 24" HT./SPRD. I CONTAINER 48" o.c. • 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 PER TEST RESULTS TO ENSURE PLANT HEALTH. s" SAUCER GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING PHL SNO 731 SF I PHLOX SUBULATA'SNOWFLAKE' SNOWFLAKE CREEPING PHLOX SEEDLING TRAY 1:1 SLOPE OF SIDES OF 1" COMPOST LAYER CONSTRUCTION/INSTALLATION PLANTING HOLE BACKFILL PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING NATIVE SOIL. INCORPORATE PLANT QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BIDDING. 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 FIRMLY WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT THAT ROOTBALL DOES NOT SHIFT I-�I OR TAMPED SOIL LANDSCAPING OF PARKING AREAS CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 1 DECIDUOUS TREE PLANTING DETAIL * Albemarle County ARB DESIGN GUIDELINES 0LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND Nrs per CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING 1 LG. SHADE TREE PER 10 AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT PARKING SPACES 52 PARKING SPACES 51/10 = 5.1 6 LG. SHADE TREE 6 LARGE SHADE TREES INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL NOTE: PLAN VIEW -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE DO NOT PRUNE TERMINAL ROOT BALL BE INSTALLED AT A MINIMUM HEIGHT OF 12". BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS LEADER OR BRANCH TIPS 12 GAUGE \ -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; WHICH AFFECTS THE GUARANTEE. NEW 1/2" RUBBER HOSE GALVANIZED WIRE \ THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE 3-2"X2" OVERALL HEALTH OF THE PLANT. 12 GAUGE GALVANIZED WIRE HARDWOOD INSPECTIONS/GUARANTEE ALLOW FOR SLIGHT STAKES ' MOVEMENT LANDSCAPING OF INTERIOR ROADS 0 UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 32X2 HARDWOOD STAKES, * per Albemarle County ARB DESIGN GUIDELINES CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL MIN BELOW SURFACE . STAKE HALL BE DRIVEN A 1 VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD MN8SOUT FROM TRUNK PRUNE BROKEN REQUIREMENT LF OF ROAD CALCULATIONS REQUIRED PROVIDED PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A AND OUTSIDE OF ROOTBALL BRANCHES FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. REMOVE TAGS, LABELS AND 2-3" MULCH LAYER TO • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE PLASTIC SLEEVING DO NOT EDGE OF DRIPLINE. KEEP 1 LG. SHADE TREE PER 40 LF 84 84/40 = 2.1 3 LG. SHADE TREE 3 LARGE SHADE TREES WRAP TRUNK 4-6" AWAY FROM TRUNK FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS SET ROOTBALL FLUSH TO FLARE GRADE OR 1-2" HIGHER IN IF FIELD GROWN CUT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY SLOWLY DRAINING SOILS. DO AWAY ALL BALLING ROPES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND NOT COVER THE TOP OF THE REMOVE BURLAP OR WIRE THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE ROOTBALL WITH SOIL. BASKET FROM TOP Y3 OF CONTRACTOR. TFLARE SHALL BE O BALL. IF CONTAINER VISIBLE ABOVE FINISHED GROWN, REMOVE • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR GRADE CONTAINER AND CUT COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRUNE SUCKERS CIRCLING ROOTS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 6" SAUCER BACKFILL PLANTING PIT CERTIFICATE OF OCCUPANCY. 1" COMPOST LAYER WITH NATIVE SOIL. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 1:1 SLOPE ON SIDES OF INCORPORATE SLOW -RELEASE PLANTING HOLE GRANULAR FERTILIZER SCARIFY SIDES BEFORE TAMP SOIL AROUND PLANTING 3x ROOTBALL BASE FIRMLY PLACE ROOTBALL ON I ROOTBALL V WITH FOOT PRESSURE SO UNEXCAVATED OR TAMPED I DIAMETER THAT ROOTBALL DOES SOIL NOT SHIFT TREE PLANTING DETAIL fULTI-STEM„M L NTS County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/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 n3 SHRUB PLANTING DETAIL 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. SCARIFY PERIMETER ROOTS of ch O N U C > >E E O _a3 N 0 3 m � U M U m • • O N O • Z N • Y M _ v O na v� C N v� Q� C Ol O N M a� � J O W l0 ~ Z O >Q Of d � Of d 11 LUZZ HLu 0 U U) Q U) 0 fn Z U) Z O � O g m 0 0 N 0) CV O L1 Q Q Y Q N C) NT v Y m Y N Q rn g U Y C) W W Z U Z 0 LI � O fn Q Lu 111 0 d 0 0 C) I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 ��tip,LTH Op �i �c � f ' EVIN T. 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ASPHALT OR POURED RUBBER SURFACE) NIC (2_3) ❑ ❑ ❑ i❑ COMPACTED SOIL SURFACE 12" BELOW FINISHED GRADE (BY CONTRACTOR) \ \ I I h - - (BASE AND SURFACE BY OWNERS VENDOR. MULCH OR POURED RUBBER SURFACE) NIC \ \ I \\ ASPHALT PAD (SEE CIVIL PLANS FOR DETAILS ON MATERIALS AND BASE) (SEE SHEET A.3 FOR COURT DIMENSIONS AND DETAILS) (BY CONTRACTOR) I I I 1 10 \ I ❑ ❑ ❑ o\ ❑ I \ I BASKETBALL I \ SPORTS COURT I 0 \ 30.25' \ 33' , 401 / I I I • PERMANENT , EXTERIOR CANOPY(BY • I OWNER) (NIC) \ 1 F-102 I- I I I I I I // I I / G 102 I I I I I \ I \ I ` I I I \ 1 \ 64I 9' x \ I 1 � I I I � 1 I I I I \ x\II \ \ I \ I r X—X—J 3 I, IPN / / J --�w—i---- - / lk � I —-- I / / I IN - —w— — / W I� LjL 101171 5 r I *I j KEY PLA i I / 1 � 4"5AN I - I _ 7 / I I DOOR FUN COURT FUN COURT SAN— — — — 4"9 'LEARNING (REFER TO HATCH I (REFER TO HATCH / 'ACE SCHEDULE) (PK-1) SCHEDULE) (PK-1) SP I // BASKETBALL , I I I I SPORTS COURT / / I / I / I I AANENT ERIOR / I SPY ER) (NIC) I OPEN • T • • • • • • • •— -a I • • • • • —�- — W— , IN — — 84.22' I I / I I / w \ /7 SAN 1 \ SAN / I .o L------- SAN \ \ ---- — — — — — — /< 11 // \ - ` — — J — — — — �AN '- _yj - ----------- - - — ---- — — — — — `----- SAN / ---- -W W W vJ W \ W W W // , ----- --- / \ W SOUTH SIDE OF REAR EXTERIOR AREA 584 - --- SCALE 1/8 1 0 a 8 16 E o E w rn ii N h CO >E E vE O 3 a 3 V r0 W � • � O N • Z N 7 • ` y M • J x O in a LL �v Cc rn O N = v7 M a a � J O llJ ,o r Z O a jQ J a C o 0 z U U) ¢� 0 W z to O 0 C'4 CO d) 0 N 0 w Q 0 Y Q N o It2 It 07 Y N M 0 Q � Y Y 0 Lu ~ W 0 w Z U Z 0 w Y U � LU Q LLLI fl� 2 0 a 0 0 U I- RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 ��AI,TH Op I? VIN T. BARNES No. 0767 �l 03.0 / . 2023� sc�9Pg ARC�'1 M O o� 0 M r� �o M o �� //�� Cn N O z m U O0 w LL O Q r z w 0 ww J 0 z Q Z O >U Cn z 0000 O U � z Q W J / LL C G w w mw Q LL- 0 N 6 V J Q > , N N Q z W Q �N/ L.1� O Q w w J = JO z z � J Of°g Z Oa I__ W W CC G Q U 0 U Z wDr_ j d rr 0 SHEET L3.2 >ting island 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 \ \ \ \ \ \ \\ \\ \ \ 1 1 1 I 1 1\ \ 1 I 1 KEY PLAN REFERENCE NOTES KEY - REAR NORTH PLAY AREAS - DESCRIPTION OF RESPONSIBILITY SYMBOL DESCRIPTION CURB \ SYMBOL DESCRIPTION QTY DETAIL CONCRETE PAD (SEE CIVIL PLANS FOR DETAILS) (BY CONTRACTOR) ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ C-101 MODIFIED CG-2 828 LF 4/1-4.0 COMPACTED SOIL SURFACE 12" BELOW FINISHED GRADE (BY CONTRACTOR) PAVING ` ` (BASE AND SURFACE BY OWNER'S VENDOR. ASPHALT OR POURED RUBBER SURFACE) NIC / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SYMBOL DESCRIPTION QTY DETAIL COMPACTED SOIL SURFACE 12" BELOW FINISHED GRADE (BY CONTRACTOR) \ ` ` _ _ (BASE AND SURFACE BY OWNERS VENDOR. MULCH OR POURED RUBBER SURFACE) NIC / / \ \ \ \ \ \ \ \\ \ \ Sip6� \ \ \ \ \ P 1 STONE DUST TRAIL 245 SF 5/14.0 ASPHALT PAD (SEE CIVIL PLANS FOR DETAILS ON MATERIALS AND BASE) (SEE SHEET L4.3 FOR COURT DIMENSIONS AND DETAILS) (BY CONTRACTOR) / 1 _ X��_ 1 X� -------------------------------------------------------- �-------------------------------------- -------------------------------------------------------- --------------- I I \ Aft Aft I I I I 1 \ \ I I I I I I I I ♦♦♦ \ I I I I ♦� I I I I I I 1 / \ ♦♦♦♦ \\ I I I I I I I ( � 1 / \ ♦♦♦ \\ I I I I , I 1 ,' A ♦♦ I I I I ` ♦♦ I I I I \ \\ 1 \ I I � / I I I FITNESS PLAY EQUIPMENT I 1 I I (MULCH AREA) (4-5) II I I FITNESS PLAY EQUIPMENT 1 , (MULCH AREA) I \ II (4-5) 1 4.=W I 11 I I / Cl I I I I I I I I I I 11 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 I I®I --------- - - (MULCH AREA) (2-3) Ir 11 z Z I Z}Q I I / M g / J J / I O w Q Q ' O dly �: I a- v, I / J �Of02 I I I C7wUU I / I Z OU)a 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 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 I I I \ I I 1 1 \ 1 1 II I 1 I l I I I 1 / / I r / c I 580 ,X i I I\ II II C- - I 1 I I I I I 1 I I I I I I I I I I I I I OI--I,I REAII EXI TERIOR AREA 1 , \1 OPEN PLAY FIELDS (TO BE 1 RESURFACED WITH NEW GRASS, \ TOPSOIL, AND FILTER FABRIC) 1 / (NARRATIVE ON SHEET 1-1.3) 1 1 I I I I ♦ ♦ ♦ / \ / ♦♦♦ .♦ Aft Aft 40 / \ ♦♦♦ / i ♦ I \ I 1 I I I I I I \I I I I I CO I � I m Z I \ I \ SCALE 1/8"=1'0" I II 0 8' 16' I \ I \ o E w rn ii N N h Q C E vE O �.3 a 3 V M W � • � O N • Z N 7 • o M • J X O V Q � LL J � Q 4ll c rn O N _ �7 M a a � J O llJ ,O ~ z O a jQ 0o C 0 U d LU a.LLJ Z U) Q rn (0 Z C0 O p m H � C'4 0 CO 0 � Cl N O W Q � Y Q 07 N o It2 Y N M Q Y U Y o LU ~ W W Z _U Z Cl W Y O U) Q w Q Q� W fY 2 0 a 0 0 O RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 VIN T. BARNES No. 0767 �l 03.01.2023� sc�9Pg ARC�'1 M O o� `O o 0 LL N -o Mo ^ C / N z m U 0 LL 0 Q r z w 0 a w J 0 Q g 0 Z (7 z _0 � > 2 '^ �J z[)000 U z Q W J 2E W W m LU Q LL. O z N (3) V J % W 1-- N ii Z W Q �LlN L.1� O Q W W � J z z > � J O oD°g z Q =CDCaQ W C G O 0 U Z W O Q a o SHEET L3.3 1 3 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 I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 \ \ / / / / I / 1 — 1 1 1 1 —W-1 1 W- 1 1 1 1 1 -SAN 1 S, 1 1 / / / / / / / / / , / / , / , , / / / / / , / , , , , / , , \ 1 1 1 1 1 1 \ \ \ \ 1 1 1 1 1 1 \ \ \ \ n\ \All / / /NCLU / ON / 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 / 1 ' x / / 1 / x • / / I / I � x / / / / / ------------ �x - - —x— — —x- - - - - - - - - - - - - - - - - - ------------ ------------------------------------- —x— - E - Q KEY PLAN / / / REFERENCE NOTES KEY - DROP-OFF TURNAROUND PAVING SYMBOL DESCRIPTION QTY DETAIL P-103 STONE DUST TRAIL SF 5/14.0 I I 1 RDS I I 1 I ' I I 1 / 1 / I 1 / 1 I , I I x I I I 1 I I I I I , 1 1 I I I , 1 1 I 1 I I I 1 I � I I I 1 1PE I / I 1 ' I I / I I / I I � I I I ' /' I I I I , I I' '/ I I I I I/fll / I I l l 1 / / �' I I , I / / I / / x / I , / / I , , I 1 / / / SCALE 1/4"=1'0" 0 4' 8' ME M o N � Q C O E al E O N 0 3 m � UM OJ • • O N O • Z N • N M (� Q v� C N N �O 7 N lfl C Ol O N M a� � J O w l0 ~ >Q � Z O a 0 a a 0- U cn a� Lu 0 U)cf) ZZ O 0 H m N 04 O CM Np N N O Lu Q 0 Y a Q N � m Y N Q rn (� Y o Lu � 0 Lu Z O Z 0 0 Lu Y U Lu Q W 2 0 a 0 0 U I— RRMM ARCHITECTS, PC 115 South 15th Street, Suite 202 F Richmond, Virginia 23219 (804)277-8987 �;�pyTH Op G� �C EVIN T. BARNES No.0767 Ya 03.0 / . 2023 ,G M O O L Q oLh m� wa � ) �J r> o NZ o z°w° a - U O 0 1 r w LL 0 o Q H z w 2 a w J 0 a QO Z Z -O >C/) CU z 000 O U z Q W 2 J 0- 2i W W mW Q 0 OWZN 0 0 Cl)� Q > H N N o W Q L.f. O Q W Lu J J J U)w J O�°g O I. W U) G Q U M U Z W O Q d C) SHEET L3.5 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12