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HomeMy WebLinkAboutSDP202200022 Plan - Submittal (First) Major Amendment, Final Site Plan 2022-02-211 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A SITE DATA: ENGINEER: TIMMONS GROUP MOUNTAIN VIEW ELEMENTARY SCHOOL 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. TESSA. PHILLIPS@Tl MMONS.COM TAX MAP PARCEL: 09100-00-00-01300 LIMITS OF DISTURBANCE: 3.95 AC ZONING: R1 - RESIDENTIAL EC - ENTRANCE CORRIDOR Al -AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP, NOV 2021 BENCHMARK: BENCHMARK A: LOCATED OFF EASTERN SIDE OF BUILDING, CLOSE TO FIRE HYDRANT. ELEVATION = 588.17 BENCHMARK B: LOCATED AT NORTHERN STOP SIGN ELEVATION = 580.50 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 5BUILDING SETBACK FROM ROW SIDE: 5BUILDING SETBACK REAR: 20' BUILDING SETBACK BUILDING HEIGHT: MAX. 35' BUILDING AREA: 84,200 +/- SF (EXISTING) 9,350 +/- SF (PROPOSED) 93,550 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 145 SPACES TOTAL POST DEVELOPMENT PARKING PROVIDED: 169 SPACES TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.35 AC WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: MOORES CREEK THERE ARE CRITICAL SLOPES SURROUNDING THE PROJECT LIMITS. THERE ARE NO PROPOSED IMPACTS TO THE CRITICAL SLOPES. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA SCOTTSVILLE DISTRICT oz/zi/zz U Mill Creek /Cm o'F �a Creek Dr O^ Q Q 9 C mey o 01¢ d Fie 110 v rest, QD PROJECT LOCATION 'FO Spa did �0Yg0via0t ,l °o Scott"il\e Ra sn °Pa o ti � zo c VICINITY MAP SCALE 1:1000 OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: SHEILA HOOPMANN TELEPHONE: (434) 975-9340 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS CIA NOTES & DETAILS C2.0 OVERALL EXISTING CONDITIONS C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 EXISTING CONDITIONS C2.4 DEMOLITION PLAN C2.5 DEMOLITION PLAN C2.6 DEMOLITION PLAN C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT & UTILITY PLAN C4.2 LAYOUT & UTILITY PLAN C4.3 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C7.0 UTILITY PROFILES C7.1 STORM SEWER PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L1.3 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 24 Mo E o 0 IL N Q 311 0 >E O _al E '3 I}� N 0 3 m M s -+ U M OJ • • O N O • Z N "M • N M • 7 X O Q N � r O V N LC �A J Q C O rl Wv v M d � � J O W t0 ~ N a0 O V D N 0 U7 N Y U7 o v7 U 0 H U) 0 W Z Z Y Lu U_ 1­- O U Q w o a o o v I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 SA'P'L Ft op )CRLacsI . Nor040 048507 aa'5 2/ 2V 2022 n. J O O U Cf) ry Q H Z W W J a Z 0 >W >z z O I1/ z J a W 02 OLLI m O �Q U I— U` U Z W O Q ry D 0 SHEET C0.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 3 4 5 I 7 I I 10 12 J H G F E C m GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 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 TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL SEDIMENT CONTROL REGULATIONS. CONSTRUCTION ACTIVITIES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR FIRST STEP IN CLEARING. 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 CONSTRUCTION. THE SITE AT ALL TIMES. 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 ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE 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 OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CURRENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 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 LD-94 (D) 121.13. PLAN APPROVING AUTHORITY. 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 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 OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. STABILIZATION IS ACHIEVED. 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 SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE DEVICE. REQUIRED ON ALL UNITS. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO OTHERWISE NOTED. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT IMMEDIATELY. VDOT STANDARDS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ZONING ORDINANCE SECTION 5.1.28. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT CODE OF ALBEMARLE. ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE BECAUSE OF SLIDES, SINKING, OR COLLAPSE. AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE BUILDING OR OTHER PORTION OF THE PROPERTY. RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE EROSION CONTROL INSPECTOR. REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND STANDARDS AND SPECIFICATIONS. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE BRIDGE SPECIFICATIONS. APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE INSPECTOR. AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS 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 ]CC/ANSI A117.1-03. 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL LEGEND BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ROADS SEWER 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL ® INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE m STORM g EXISTING SANITARY SEWER PIPE &STRUCTURE NO. COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. �® DROP INLET & STRUCTURE NO. WATER 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE CURB Wy EXISTING WATER LINE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 0 CURB & GUTTER CONTRACTOR. BENCH GRADING MARK 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TC = TOP OF CURB 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER CLEARING LIMITS BC = BACK OF CURB SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW - -200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES TW = TOP OF WALL AND REGULATIONS. 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 0 PARKING COUNT Z O U U) w 0 o � tZ N OY N U7 Y U) CD (n U H 0 U WLu Z Z Y C� � O U) Q Lu Q O' w Q 2 IQ 0- 0 Q U J H 11111100 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 Q CRAIGW 7.KOTARSKI Lie. No. 0402048507 2/ 2V 2022 x J 0 0 U CO i LU U) W Q J Z >J LLB w� 0 > Z ,,X W z Q OU w U) z Q W O w co O Q Z H U 0 Z w O Q 0-1 a 0' 01 SHEET E C C 3 I 4 5 I 7 I 0 10 12 C1.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A STRIP 10' 0' 4" DIA. GALVANIZED 3' B/ FINISHED PIPE FORMED TO E! COURT SURFACE UPRIGHT PA CONC. FOOTING "r p �'.. ° 4' 0 0 0 0 0 0 0 0 0 0 (2) OUTDOOR BASKETBALL GOALS COMPACTED SUBGRADE 4" 21-B STONE BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) CONCRETE SIDEWALK JOINT DETAIL No Scale ANCHOR PIN 3" SIDELINE VARIABLE WIDTH' TO EDGE OF NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 6' 2' PAVEMENT //i STANDARD BASKETBALL GOAL OUTDOOR BASKETBALL COURT LAYOUT NO SCALE NO SCALE TYPICAL BASKETBALL COURT LAYOUT NOTE: SIDEWALKS SHALL BE 4" 3,000 PSI AIR -ENTRAINED No Scale CONSTRUCTED IN CONCRETE ACCORDANCE WITH ZCOMPACTEDSUBGRADE 4" TYPE 21B STONE VDOT STANDARDS. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL e. a DENOTES AREA OF CONCRETE SIDEWALK jjZ\ INITIAL BACKFILL g6" MIN.. REFER TO SITE PLAN CONCRETE SIDEWALK PAVEMENT SECTION BEDDING FOR FENCE HEIGHT 8 STONE No Scale * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL EXPANSION JOINT WITH 3/8" MIN. ROUND GROUND LINE PREMOLDED EXPANSION 1/4" SEALANT STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND I ROD I I FILLER, "ZIP STRIP" OR THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF Z-6" I I I I NON -SLIP BROOM FINISH 3'-0" EQUIV., SEAL WITH I REFER TO SITE PLAN I CONCRETE FOOTING W WF 6X6 W2.9XW2.9 FOUNDATION IN POOR SOIL UNDER —CUT CONDITION U FOR GATE WIDTH U SILICONE SEALANT—\ 2„ N•`g 12" 12"' T ALL CHAINLINK, RAILS, & COLUMNS A .,A „ I 8" 3,000 PSI AIR ENTRAINED PORTLAND SHALL BE BLACK VINYL CLAD DOUBLE SWING GATE �� I CEMENT CONCRETE a INITIAL BACKFILL *NM'I'N TOP AND BOTTOM SELVAGE o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER UNSTABLE 8" 8" TO BE KNUCKLED SOIL _MIN. MIN• #68 STONE TOP RAIL REQUIRED /\� COMPACTED SUBGRADE CBR 11.2 ==:GRANULAR FILL AS ON ALL FENCING /, /�/�, / / i\ ( ) APPROVED BY ACSA LINE POST S A L OcI Z STABLE SOIL OR ROCK NOTE : #6 GAUGE WIRE CLAMPS TO "H USED TO ATTACH FABRIC T" DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. REFER TO SITE PLAN COLUMNS (6 PER POST) 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED FOR FENCE HEIGHT ATTACH FENCE FABRIC TO ABOVE THE INITIAL BACKFILL. TOP RAIL &BOTTOM RAIL ONE TENSION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. WITH HOG -RINGS WIRE CLIP EACH APPROXIMATELY 24" C.C. HEAVY DUTY CONCRETE SECTION LINE POST (#6 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED GAUGE MIN.) GROUND LINE No Scale IN THE TRENCH. BOTTOM RAIL REQUIRED 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. ON ALL FENCINGII II TYPICAL SPACING BETWEEN ALL LINE UCTILE R I I I I POST 2" ASPHALTIC CONCRETE SURFACE I Scale 3,_0„ 2� COURSE - SM-9.5A END, CORNER, LINE BRACE I I 1 I OR GATE POST �10, 3" INTERMEDIATE BASE COURSE - BM25.OA GRASSPAVE2 Firelane Detail y LINE POST CONCRETE FOOTING LINE POST Use this detail for delineating a Grasspave2 firelane 8" TYPE 21-B AGGREGATE SUBBASE COURSE END BRACE 10" 10" GMSSPAVE2 FIREIANE GRASSPAVE2 FIRELANE ETE STEAMING raNsErtMil[R �o BRKKPAVER COMPACTED SUBGRADE GRAVEL, NON -SHRINK STANDARD VINYL -COATED CHAIN LINK FENCE MORTAR, CONCRETE ETC. No Scale sB^ROUNDED mBBIEs DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS MR-USH ARK MWNFEO SqL MARK IM GRATED OR REMOVABLE ANCHORS (BY OTHERS) HEAVY DUTY ASPHALT PAVEMENT SECTION PLACE V GALVANIZED " WITNESS " POST WITH NO Scale CAPPED ENDS PAINTED BLUE IN REMOTE AREAS GRASSPAVE2 FRtELANE yV .,TEO SANDY �G"AssPAVE2 EIRE`ANE o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT GRAVEL ROAD E TO HIGHWAY DEPARTMENT APPROVAL. MVILLE THREADS WHICH IS v + UELLER CENTURION (A-423) Q THE LOCAL STANDARD. OR APPROVED EQUAL 1 FINISHED GRADE 2" ASPHALTIC CONCRETE SURFACE LENGTH OF BRANCH VARIES COURSE - SM-9.5A 0 6' M I N 2' TO 10' B MASS (270°) 8" TYPE 21-B AGGREGATE SUBBASE COURSE 7 CU. FT. 18" VALVE BO c , GRaurvocovEx GRAVE ADJUSTABLE VALVE BOX W/ LID J ii• CURB. HEIIGHNLPF ELE w7 i ° m 811— •g VARIES 4' °• rv• Z COMPACTED SUBGRADE —� mII"" ' ; ; ;•. N (PER GEOTECHNICAL REPORT) RAAVEAL ROADDBASSANDE GRFLUSH CONCRETE CURB 2500 P.S.I. CONCRET ° ^ ° O O BASE AND THRUSTBLODENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS :.F UNDISTURBED STABL :. .,.4 .::)• i F----- - SURFACEAVEZ FIMIJ E SOIL. �. r• 'r• •.••.••.•.••.••.•••••••• f' ................... STEEL P11 NTED I I' _______ Ili„,� • . BUILDING ----- � `. LAND E WHEN THE THE VALVE NE TO L IS DISTURBED • r • r • �\ F• M.J. GATE VALVE 3/4' THREADED RODS TO A FILL, ANCHOR RODS SHALL BE GALVANIZED LIGHT DUTY ASPHALT PAVEMENT SECTION HYDRANT WITH 2-3A OR ASPHALT COATED FIXTURE THREADED RODS IN ADDITION TO POURING NO Scale CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 'FIRNANE I ' R. NOTE WATER LINE TREATMEME AREAS a '� C GRAVECOMPACTED OADBASE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. a 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A °' 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT Ia47 ( INCLUDING DITCHES) NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND I _ I . THiSDETAILISSCIEMATICINNATURE. DESIGNER SHAl1SPECRY SPACINGAND DESIGN OF EDGE VALVE BOX. TRFATMFNIS. SPACING wlu vaar WITH TURF TmE,SLOPE, FIRE DEPARTMRNr REO,uIREMEHrs, ETC.. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 2500 P.S.I. IT IS NOT ALLOWED IN THE DITCH. CONCRETE b' a 2'x Z BEARING AREA 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP THRUST BLOCK NOT TO SCALE HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF .. ' 4 a. EXISTING AGGREGATE BASE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE 1 OF1 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. a a o �-p-� NOTE: HYDRANT MUST BE a d a a\\/\\/�\\/�\\\/�\\/�\/\\/�\/f COMPACTED SUBGRADE GRASSPAVE2 INVISIBLE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- \ \ \ \ \ \ \ y6yv vv 7-03 S T R U G T U R E S' MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ZEINFORCED TURF DETAIL ITYPICAL FIRE HYDRANT ASSEMBLY DETAIL ROLL TEST EXISTING BASE COURSE. THEN PLACE No Scale No Scale NEW ASPHALT SURFACE. NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE TYP MILL AND OVERLAY PAVEMENT SECTION No Scale No Scale EXISTING PAVEMENT PROPOSED PAVEMENT d SAWCUT THROUGH a MATCH EX. CROSS _ NOTE: PROPOSED PAVEMENT MUST TIE U EX. SURFACE w SLOPE UNLESS OTHERWISE IN WITH EXISTING X COURSE X SPECIFIED ON PLANS w & REMOVE PAVEMENT PAVEMENT 2' MIN. PROPOSED SURFACE 2" + COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE PAVEMENT REPLACEMENT JOINT DETAIL No Scale * FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH R=YA * "FAN" 4'-0" SCHOOLS ASSOCIATION & "THE VA. HIGH SHAPED METAL SCHOOL LEAGUES" 1• CONTROL JOINT SPACED BACKBOARD AT WIDTH OF WALK (MAXIMUM) RIM # EXPANSION JOINT AT MAX 700' OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK BASKETBALL 5 o E rn o N yi a >E E v E V 3 3 "0 V Go W � • � CC,N ♦ Z N 7 ♦ GI M sx O Ln -LL J � > n T C C " 0" _ �7 M a a � J ,o ~ UD F- N of O m N D) C\\I U) Y C) Uj U F U5 Z LULU Y LU _U H O (n Q LU 0 0- 0 0 U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 F11 0 TARSKi .48507 ,1 ,a, 2/ 2V 2022 x J O U CO Q z LU U) LU Q J J zLU Q 0 LU w� 0 > Z ,,,X W Z_ Q o LU C) z Q LU Om LU O Q Z U Z W � j ry a_ SHEET C1.1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 3 4 5 I 7 I I 10 11 12 J H G F E D C B A _ I I I I I III \ \ I I -------------- Ile\ \ I SHEETS C2.1, C2.47 C3.17 & C3.4 q/ IL I EP 1 \ ® 7�• \ ASPHALT ----__ \ 8 h \ f�o58S� �I a 8e[ 'S8 \ --------------- EP — — "RCP — — _�59_ ?' 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Z 0 O 1 Q Z } 0 U z (D Lli 7 L J N w Z 0 U) > X IJJ w > Z J z 0 Z LLI a w 0 W m > Q O U W Z ry d 0 SHEET C2.0 E C 09 IN W 3 I 4 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J im G F E elm m An FEW I , p \ TMP 91-1D / DOMINION CRANE & RIGGING, INC. / ` \ ' 11 I \ \\ \ I P DESS�RIAN \ \ \ \ \ \ \`�\ \ \ \ ` \ ` \ \ \ \ ` \ ' \ \ � � � , DB. 1237,\ PG. 594 `\ \'. IMPRO \ \ \ \ \ !\ ZONED: LIGHT INDUSTRYNCL \SD INLE�K///GRATE\ \ \ \ \ \ \ \ \ / \ 1 \ I 0 / / .� \ \ \ \ \ \ fi'QO\ \ \ \ \st7j^� d TOP=586.84' \ \ \ 1 INV OUT=584.39' 15"R,'!Z ED .< _ \ _ _ �, . _ _ _ \ _ _ \ \/ ^ 1 / / / / / I / l 1 7_71LIJ I EX120'DRAINAGE l/ / 2„D a - - - \.'\, `� l I B O E4SEMENT� / SCAL 1"20' DB. 4425,P 332 t \ `\ - \ _ w _- _ 0 20' 40' -- - -- \1.-:� - -- S GRAVEL CONC. SWK \ CURB _ \ \ _ - _ ` ` `. \ �� -� ' / ' KEY PLAIN O I ' I / -� \ EP \ .-. _ \ \ - _ - - _ " '� �- - / / / / / / / / EX. 20' WAT EX. 15'VIRGINIA I/ 1\P�--\ �\ \ II`n I \ a \`-_ _-_ _----\ \/ / / / / // // / // ' / l DBS4425NY ` � A MHD POWER' EASEMENT ` I1 / / S \ TOP = 585.73' 2" DEC \ _ - - _ _ _ _ / / / / / / / / / / /T-STONE DkMlS) Ste\ \ \ \ \ DB. 1096, PG. 739 U - i \ \ INV. IN=583.08' E) i RCP (6 SPACES) \ T INV. OUT-5.13'(E) 15"RCVS\ INV OUT=583.0'15"RCP ASPHALT \ \ SDINLET \ \ h V..5' x 2.5' 3"MAPLE \ � � � _ _ _ - - - - - - \ (CO) 6"PVC \ \ - - - - - - - 5/ _ _ / /MHS \ ` / 11 \ S a�v8�8s.2o(se--------------- - // / TOP-58572• //; ` / a `I ` _ - - \ \ _TOP ESSIBLE INV=579.83' I `� 8 70"DEC. - EX. 20'Jd/ATERLINE _ IplA6C(ESSIBLE \ M // �o S ) DEC. . # _ / INV. OUT = 58453' (NW) >5" RCP ' - - - - - - - - -584' p 1 8S\ I I \ \ o \ / �S. EASEMENT FOR ACSA \ III \ \� \ 6y\\ \ - - - _-------- 08. 1831E PG. 129 ---- - - �/� / // / Na (CO) 6" PVC \ l \ 8"DEc. _ . \ / / - - - - - - - _ _ - - - - - - - - - - - - \ - - - /�, / \C TOP=585.79' - --�--------- ______ ' - - - - - - - - - - _ / / - - - / '-------------� ---- --- ---- - - - - 590 p� I 'MW.=579.94' \ ----------<-------------i----- -- --- --<_- -z z \ METAL STAIRS- �-(CQ)6"PV-C - T/ \ - \ \ \ \ 15 RCP \ \ S8e EP - - - - - - - LAN rNc \ TOP=s6s.0s - - - - - _ �585 \Ill INV=579,22' \ \ \ \ EX. 20' WATERLINE\ \ 11 \ OO I ASPHALT EASEMENT FOR ACSA \ *0 --W__- 1 \ n / O ---- W -- _w- W _ 0� ll //VV W/F�c \ \ \ GRAVEL !(OUTi=5 S \ \ OB. 1096E PG. 733 o se8 EP I- - - GRASS \ / \ BOO _ / \ O // / / \ ROCA- \ \ \ U \ \ \ \ \S8 \ 6' CONC. SWK --// i ��� GRAVEL 8" CHERRwMETAL a 3' (W) DOOR (CO)6\ \ I FFE=589.00' 3' (W) DOOR 3' (W) DOOR FFE=590.53' FFE=590.6 STAIRS \ I ) II \ \ \r lSgpVC \ \ \ \ n \ \\ \ I FFE=588.98' 1 LAr�DING I /� W P_ p 19 FFE=58900' ' I `/ (60) 6"PVCI �'58001, \ \ \ 3' (W) DOOR 3' (W) DOOR MOB LE /TOP=583.7G' 1 6" DEC. (s) \ 1 ` \ \ \ - �� \ I I FFE=ssas6' CLASS(r,'OOM I I I 7 INV=579.12' FFE=588.98' 3' (W) DOOR I / I 1 GR S FFE=s68s6' FFE=590s9' FFE-590. 60' 5"CREPE (2) W J •{LIETAL DECK / / MHD i ry' I I6"DE I I � l \ \ �s \ J / METALST1{lR / I I YOP=584 4' 4>`b I ,,.,,(L' \ I \ \ \ \ ` 6' CONC. SWK / ly'VV =57771 (N V) 8" PVG` / I 1 81, I I I \ \ } �- 3' (W) DOOR 6' (W) OBE. DOOR \ GRASS / I I ®/ NV O T-579.66' 8" C 1 \ \ ® FFE=588 99' 6' CONC. SWK I 1 / / I ) y } SD INLET W/GRATE / 1 / V=578.76' II S \ / 6' wOBL. DOOR �J ((\\ / TOP=580.99' / / \ = a I I \ 1 \ \ y I / r FFE 589.04' FFE=588.99' \ \ 1 �- \ 1 INV. IN=578.66' (SE) 8" RCP / o I 1 1 I I I 1 1 \ 10"CHERRY INV OUT=578.58' (NW) 15" RCP \ GRASS _I /t _ /\ I / 11 ILE 6" MAP E ) \ 11 \ o ® _ CONC. \ \ CLASSROOM _ _ I I I 12" DEC. N \ \ 1 --- 2 12"CREPE 3'(W)DOOR \ I I 1 I \ \ FFE=589.02' - - - - _ _ _ - m 15" RCP I I - \ 1 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR FFE=589.05' 3'(W) DOOR 21"RCP. m \ I FEE =589.06' 99 FFE 589.03' FFE=589.06' OOD FFE=590.46' INV=575.63` . , /I P i 1 1 h0J 1 I 1 l 3'(W)DOOR RAMP \ \ \ \\ \ \ 1 / / Ml%lD / FFE=589.04' \\\ 1 \ TDP_ \ \ f0 C Y 6 DOGWD TE \ \ \ \ \ \ p 1 1 NV. IN-576.I23' (,SW) 15" RCP . : _ I� 72 BIRCH TOP 5588. 5' LAND. 1 //VV. IN=57 10'1W) 15"RCP SD.CURB LET W/MHD / 1 11 1 I HERR a I / a 1 METAL 1 I I 1 1 I II \ : TOP 581 63' / I 1 I 11 /) I I 1 / I (� I 1 AgET�IL \\ 1 I I I 1 IN=5 734' 15" RCP \ I I °' C I , INV. OUT = 58756' (N) 4"PVC ST I�' \� �'- \ I NV. -5 .23' (N) 8" FVC '.INV. ;OUi=$ 712'24"RCP r \BOt 5493� \/ I \ 1 /y� I I I 1 INV OUT-576 2' 24'%RCP CONC. l \ / 6" DEC (4) 1 II a / / / / m A a 8"DEC. 3' W DOOR \ \ \ \ \\ \ \ \ \ \ ! \ \ FFE=589 05' \ 1 \ ) \ \ I I / / 10"CHE RY 1 ® \ \ 1\\\ 11 ) 1 \qQ` i II \ \ / / I \ \L / \ / I{{tt t 3'(W)DOOR ) \ 1 1 �W 1 \\ \ \ 1 ( 2lWR574.55'1 1 \ �I FFE=589.01' X WO DOOR ` \ GRASS \ 11 1 1 1 \\\\)\ a FFE-589.03'Loll _0 / _ ® TMP 91-13 \ m - - I �° 6' W DBL. COUNTY SCHOOL BOARD OF __1-- ' N64 °15'S7"W / / m I L 1 _ } _ RCP 1 \ \ 1 r � m I I 1 1 15" RCP 24" 1 / I I 3' (W DOOR ( ) 3' (W) DOOR 0 I 12.00' / / I� ) DOOR 3' W DOOR �p o h�� a I I I FFE=SSs.os Fi-5690a' ALBEMARLE COUNTY, V/RGIN/A FFE=sesss' F(E--58901' 3'(W)DOOR C \ I / I ^° ®® HS DB. 1033, PG, 313 FFE=588.99' m I I TOP=5s7.sr ZONED: R1 •-� \ \ STATUE I NV. IN=580.79' (SE) UNK MATERIAL m I / / I I O + RAMP W/ NV. OUT=580.43' (SW) UNK MATERIAL \ \ \ \ \ \ \ \ \ / / / D 6' (W) DBL. DOOR DO e FFE=589.02' PE 589. O O Ph �O \ `i\ \\ l 8,. DEC. Sp N �� _ \ I \ EX�15"VIRGINIA \\ \ I// I` ¢ MHD O GD D POWEIXEASEMENT \ a / ' ® MULTI -LEVEL INV. IN=577.03' 12"STEEL \ DB. 7096E ASEME \ TOP=588.83' \ I \ \ INV. OUT=57726' 15"RCP ` \ \ I MASONRY, BLOCK& FRAME \ \ O I SCHOOL FACILITY SDINLETW/GRATE % � \ J \ \ \ 4 4EC. A O / - \ \ INV. IN=583.37'8"PVC BOT=576.9T 2 / \1 \ \ 4 HAINUNK \\ \ \S \ ,� / I I MOUNTAIN VIEWES. TOP-58782' \/`` ro Z \ \ p /� I (1757 A VON S TREE T EXT) O = I \ C&G \ \ \ \ \ ° a� p L I 3' (W) DOOR INV OUT=582.92' 12" PVC O � V% t `J FFE=589.D2' 3' (W) DOOR FFE=589.04' 3' (W) DOOR (P SS \ I \ 6" CHERRY I / \ S m EP \\ \\ EX 20' WATERLINE 1 \ FFE=589.03' 3'(W)DOOR MAILBOX m y EASEMENT FOR ACSA I I FFE=589.04' \ I 3' (W) DOOR l I \ \ \ \\ DB. 1132, PG. 751 m "-> Z \ l a a a ® GRASS 1 \ DB. 1096E PG. 733 I \ ¢ I \ j FFE=589.03' l \ \ m 10"HOLE 12 // 11 XIII II 11 1 \\ m1 _ \ \ N m i I \ \\ 1 �.rtr] 8"CREPE---------------------------------- /^.� 1 1 11 I %` _ \ m w 6"CREPE(3) CONC---------------------- -\'-'J I 1 1 I \ I I EX. 20' SEWER EA EMENT I 3' (W) DOOR 6' (W) DBL. �, I ASPHALT \ I DOOR CONC. SWK II I 1 1 Z m O \ I I I I FOR ACSA \ I FEE I 6' (W) DBL. I I 1 1 I / ' \ I \ \ DB. 1132E PG. 751 \ FFE=589.04' DOOR I I 1 1 I MHD \ I 8"CREPE II = I \ 1 1 / I \ \ I a FFE=589.00' I I I // 1 i 1 TOP = 5 0 \ EP \ \ I \ 8„DEc. m O \ I I CONC. \ ® I INV IN 0 \ I C&G ��_ 1 I II / ) I ® / I \ // L\ xi I 1 I I I INV IN \ \ CONC. SW \ l 16B _ K^/ I I 8^BIRCH l II 3 @ FF(E=58899' I I I I I I I I I C C1¢ / 3' (WJ DOOR 3' (W) DOOR I I 1 I I I I a / \ \ I I GRASS / ® FFE=589.01' FEE =58906' 4"DEC I CURB RAMP \ I CURB RAMP LL 1 I'aS'\ \ / WOWS \ 1 LUJ 1 W/DWS 1\ CURB RAMP I I I 588/ • \ SO INLET W/GRATE _ \ 6'DEC. •r` \ \ W/DWS I TOP=58828' / o \ CONC. SWI( ! ` II 8" pOGWD Px 1' METAL 1 CO C. 6" DEC. ® INV OUT=583.82' 8"PVC n m \ \ X 1 1 h I I I I �I{I_ CANOPYCOLUMN I ® I 2 I I I l(Nj \ \ 1 / / ^�`=Lj & FRAME(TYR) \ �a / I BRICK)WON. SIGN I CURW/pWS S"`yl'r� (MVES) \\ 1 \ I I \ \ \ ® ® /���/ I I I I I 6„ SYC. - - - _ - " _ ® 3' (W) DOOR \ / / I FFE-589.00' \ I m� I Z SAN- - -SAN- - x I UFO-\- ' / / / I ❑ / / a \ I i CANOPY CONC. SWK ----- -- --_ I 1 UTILITY /// (CO) 64PV 1 1 / 6 (W) \ I I I 1 I I UFO VAULT TOP=582. 10' \ I I I\ DBL. DOOR I I I I I II 1 IN =579.59' ) I - - - - o FFE=589 Oi' 3' (W) DOOR I _ V I ® 3' (W) DOOR 3' (W) DOOR FFE=589.03' l I FFE=589.02' 3' (W) DOOR DOOR FFE=588.98' ( ) FDOOR .01' I I I o GRASS ® FFE=588.94' FFE=569.00' I I I I I I I I l l 12' DEC. (3) O \\ <C </% I I II A I I 4 pE , 6'(W) R 3'(W)DOOR 1 XI I I I I I I n ' FFE=589.00' I I MHD m I I/ FFE=NOTMEAS. ,h�� /' \ �/ I I I I I I NOVP=P / fy 1 II I MHS (GREASE TRAP) W/ \ /- 1 INNER DROP CONNECTIONS / INV lF. I I 11 II I I I I t o I 1 TOP=58743' / 37w)DOOR \ / II I 1 I INV //J 2"DEC. \\ 1 II 20"WILLOW i \I n 1 I yyI Iln INV IN=584.5'(E)4"PVC \\ FFE=589.01' ® I I / / 1 CI °C. I INV. OUT=583.0.(WJ 4„PVC \ II I CON@. S7EPS 1 1 \ aQ \ 1 I I I II` \� LIQUID LEVEL=583.08' ® I I 70q/ RS Il 11 �I, �// I IIIIIII Ilgl 8"DEc I �I I `1 v /'� I V 11 I 1 / / 112" / C) I I II a I I \ DEC. / 5' CONC. SWK 111 II 11 I m \ I I I I / 3' (W) DOOR ti I C I \ I /� I 3' (W) DOOR FFE=589.00' \ I I C I y C/ I l FFE=589.00' I 3' (W) DOOR Q- I CAN t( 1 FFE=5e9.02' O 1 I 1 I 1 I r / O I I \ cn m I UTILITYMETERS W/ \ LLI I I\ 1\ ® FFE S6s.01R' CHAIN -LINK FENCE(HT=5) / \ - - ' \ (D 1 3'(W)DOOR 5/ PLAY EQUIPMENT I I I LOADING DOCK \ 3' (W) DOOR (� WICANOPY / FFE=589.07' 0 / \10" CONC STEPS' \ \S 1\ FFE=589.03' 3 TREADS, 4 RISERSPLAY \ I I I 1 1 1 I 72" � 3' (W) DOOR 3' (W) DOOR 1 / AREA \ I I I 1 I \,\\\\ I I o FFE=589.06' - C) 6'1pV[r \ i'x 1'METAC DEC FFE=58650' \ / b INV.=S7J.\30'\\ \\\\ I \ I CINOPYCOLUMNI I `- CONC. STEPS CONC. & RAMS (TYR I 3 TREADS, I \ \ \ \ \ \ ! ARMD$ stern 4 RISERS OI \ \ 3' (W) DOOR I \ LL FFE=588.99'EP I 8"DEc. \,� \ \ \\ m I O I I \ \ \ \ \12a CFYERlY \ \ 1 1 \ I I I \ I o I 3' (W) DOOR \ \ 6' CONC. SW / ® FFE=586.54' (CONC. REMOVED AT TIME OF 18�BR,pD\ E 1 A A ) A I \I SURVEY) �cq I /\ n GOAL R '� I \ I I 1 FETAL RAMP / 1 I GOAL PLAYEQUIPMENT 0 O I III 12_DEC./ / ` \ \ III III I 111 111 III III II III III@ \ \ \ I \ I I I © I \ I I / / / W / / /MHS ATH(ASPHAO jRTS MOBILE Posr° TOP=58752' wlex" I \ \A II 11 11 II 11 11 I 1 I I \\ I I I \ I I 11 CLASSROOM S / I INV. IN=581.14' (N) 4" PVC II I1 I I 1 1 1 1 1 1 1 INV. IN=577 97'(NE) UNKNOWN \ I 8"DEG. I I I 1 1 1 1 I 1 1 I 7 wooDEN / � I I / INV. 1N=581.28' (E) 4"PVCI I 1 /NV. 1N=579.55' SE 4" PVC FENCE I \ / / INV. 1N=583.37' (S) 4" PVC / O R I I I 1 "Y I® I \ \ 3' (W) DOOR 3' (W) DOOR POST 1 / / / _ INV. OUT=57787'(W)8"PVC mo E o N Q C >OC a3E O v3 3 0 3 m � s U M m A( Ui • • O N • Z N • Y M • �x O (D Q N � r � v C N 4 N O 7 N lfl C Ol O N � vv M d � � J O W t0 ~ Z _O H d U U) W 0 C14 cc) d C) V N 0 N U Y O U) u) U H Lu Uj 0 W Z Z y O U 0 0- 0 0 v H L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 ao a.� o CRAIGW T. K( F'.ARS KI > i Lie. No. 0402048507 ° 2/ 2V 2022 n. J O U) Q L H Z O w w g 0 w Z 0 Z w> O z / 0 V Z O Z LLI ~ Z a Z) 2 LLI CO G Q LU W Z ry a 0 SHEET C2.1 E C `E NO 1 3 ■ 4 5 I I I 0 10 11 12 11 3 4 5 I 7 I I 10 11 12 J G F E C TOP 580.99' / a I 1 I \ '•24. "' R. 'C.P ' ;;,'.-'; _-IN- aroV�--o Q1--ND-=--m5iZI 7--®817.1 i--- 6_ 1 -6'(� S`Em)_\\ 8 1 \\"" R\\-\C-P /-// \ �UI II - \I �///IJ=III I I /' / III�II b I/ I I\ III I I CI I I I I I I \I/ IJ I _ I Ii ih I1'IIlI � JI �I I/�IO IrI�I�/I\/1I IIII a 1/// _\ � \1 /\ \ -S-\ \ \ \ \\0'\� \,���\1/1a1 \1 \ 1((I II [1\ I 1Ji)��qI 1 1\ 1...\\IIIII I\\,, I 1„\ h1\I1 \\ 6/I �II\\\I I/ I�/\I\\ a I /11• // \\ \1II\1IIpI !I1 \ \ \ \\ / 1\I \,,\ \"I1\,1i/ \ 1 i11A \ \\ / /11 1\ � 14 \\�/ u\, 1/!�\\iI 1 \,1 \ �\1 \I \/ \ I\ II \1 I 1ii\1\ II 1 /II\,\\\1 (\ I /\ I\\,\ I 1 'Iaw\\\�s\•I'��w \lI "s 1i,I\\ILI IJII ,\,�\\''\I\ 11 I I \ y 1 I'\\` `1a I I\\\l / I� \ , \1 \ I �\I\)\�° '�IK11 IIa I I J \\) 1\IIrII i II I\l \ IIlIi\''\ I11II 1 I 1 I/ 1I I II �I I I ,,a/ / \/(IIIi 1 \III/' w IIII I II I I I \IIII"IICHIEI\II I\J R/'v \1/RY RCP a ' y o ®® ®® LEGEND: EGENDI: DOOR INVOUT=578.58'(NW) 15CRITICAL SLOPES6" MAPE 12"DE2"CREPE () FFE=589.02' 5"RCP If 3'(W) DOOR 17 ! 3'(W) DOOR FFE=589 05' FFE=589.06' Fj INV.=575.63`SDCUR$ ET W/MHO I,'\I CII9 I \ 1iIII I I l c / 010"CHERRY 6"DOGWD 12" BIRCH INV: %N=5 734-15"RCP If lb :INV: ;OUT=$ 712'24"RCP O/ m "DEC6"DEC. (4) 3'(W) DOOR / / s u FFE=589.05' 1ERY0"CH3'(W)DOOR ' i / //nCO ' \ - / AE - - ®- /F-S E�C 5IIIIIIIIIIIIIII yJAOv2U�D8IIIIIIIIIIIIIII I� 9 L'/.I- \IE/ / R \I1/)/ ,II /l I \/ I I�=I 2 l\\ 02 •T\- _ ' FFE=58901' 0 20' / l\ ,l l� \ , / \, /\ - \\ \ � /\1 \ /4 \ 0II I h CONC COO \\�\\' m N64015'57"W 3'(W) DOOR 16' W DBL. 12.00' FFE=589.05' DOOR08' 4 CVHS FFE=589KEY PLAN ®O8STATUE a I I NVIN580.79'(SE) UNMATERIALI RAMP NV OUT=580.4X(SWJ UNK MATERIAL FFE=589.02' I1y dP® ^�/ 8"DEOQ MHDEX'.\15"VIRGIN/A G POW�EASEMENT MULTI -LEVEL TOP=588.83' DD \ De. ms6 aG�7s INV. IN=57703'12"STEEL� MASONRY, INVOUT=57726'15"RCP SCHOOL FACILITY SDINLETW/GRATE BOT=57697' 44EC. MOUNTAIN IETOP=58782' (1757AVON STREET EXL) INVIN=583.378"PVC t `I INV. OUT=582.92'12"PVC O = NC&G O FFE=589.02' 3'(W) DOOR FFE=589.04' EP 3'(W) DOOR 3'(W) DOOR FFE=589.03' FFE=59.04' PMAILBOX EX 20' WATERLINE 6"CHERRY m EASEMENTFORACSA 3'(W) DOOR DB. 1132, PG. 751 GRASS FFE=589.03' \10"NEL ______12"DB. 1096, PG. 733m - - - - - - - - - -9CREPE(3) 1 II CONC. EX. 20'SEWER E\ASEMENT 3'(W) DOOR 6'(W) DBL.�I ASPHALT DOOR CONCSWK IIm FORACSA FFE=589.056' (W) OBE.FFE=589.04'0 DB. 1132, PG. 751 8"CPD00 EP 8"DEC._ I \ 589.00' DOOR O CONC. CREPE LONG SWK BIRCH I 3'(W) DOOR I I I 0 3'(W) DOOR (FFE=588.99' II C C¢Z GRASS 8 FFE=589.01' FFE-5 06' D CURB RAMP 61 (a I CURB RAMP4"DEC. WOWS CURBRAMP -568 SD WIDWs_ 6-DEC. W/OWS f TOP 8' O e"pocwD 6"DEC. INV. OUT=583.82'8"PVCCONC. SW( Vx 1'METAL C & FRAME (TYP) BRICK'MONSIGN CURBkAM (MVES) wrpws YC.8"S3'(W) DOOR CANOPYCOLUMN5AN- --SAN- FFE=589.00' 2 CAMPY CONC. SWKUFO 6(w)\/ (CO) 6P UUTILITY TOP=58f0' DBL. DOOR VAULT FFE=589.01JR Uri /NV=579.59' " " 3'(W)DR O 00®®® E9.03' 3'(W) DOOR FFE=588.98' 6'(W) DBL. DOOR CONC. FFE=589.02' 3'(W) DOORGRASS FFE=589.00' FFE=588.94' 12" DEC. (3) 14"flEC. 6'(W) 3'(W) DOOR DBL. DOOR FFE=589.00' ma Cq FFE=NOTMEAS.@ MHS (GREASE TRAP) W/ INNER DROP CONNECTIONS TOP=58743' 3'(W)DOOR y1 12"DEC c II 20"WILLow INV. IN=584.5'(E) 4" PVC FFE=589.0V CC INV O83.0' (W) 4- PVC I BOT580.6 to It 8'DEC L LIQUID LEVEL=583.08' 2" DEC. I 5'CONC. SWK 3'(W) DOOR 3'(W) DOOR FFE=589.00' FFE=589.00' /N FFE=589.02' 3'(W) DOOR UTIL/TYMETERS W/ h lLLI FFE=8901' CHAIN -LINK FENCE (HT=5J DOOR LOADING DOCK 3'(WDOOR FFE)589.0,PLAYEQUIPMENT W/CANOPY CONCSFFE=389.03' \ 3 TREADS, 4 RISER Y 3 (W) DOOR 12„ " 3 (W) DOOR FFE=589.06FFE=586.50' V 1'METAL DEC INV.=V.co,\\ C NOPYCOLUMNI CONC. STEPS CONC REK & RAME (TYP) 3 TREADS, ARMOR 4 RISERS 3'(W) DOOR FFE-588 99' I IO 8"DEC.r\\ \\\\\ 3' (W) DOOR 6'CONCSW \ \\l2CEa FFE=86.54' (CONC. REMOVDA I\ " SURVEY)18"BRADREAR I I I Im II / GOAL GOAL PLAY EQUIPMENT �I ATHLETIC RTS2DEC. O MHS (ASPHALT) MOBILE POSTTOP=58752'ZI w CLASSROOM INV 1N=581.14'(N)4"PVC ) I £d <P6\_ 0 \\ I/ \\ i l/ \\ H 8 �� / III S INV. IN_577.9T (NE) UNKNOWN / INV 1N-581.28' E 4- PVC 8"DE7WOODEN !� INV. 1N=57955'(SE)4"PVCC) FENCE T 1/ 4- PVC b3 DOOR FFE 586.FFE 586.3' I I INV. OUT=57787(W) 8"PVC/= A /Cj \ \ /\ !/ I\ I /Y METAL STEPS y1 O \I I I I I I 1 I1 11 1 1 \ } ` _ ELECTRIC VAULT / SD RATE /N / \ I I 1 II I s', MAPLL� 1 O 1 EP 6 I I \ 6"DEC. (2) a T I Ir - - - - - - - - - / I TOP 57 12' I I I I I I II 1 I I I /\ �QR I \ \ \ - / _ / / gpN I\ I - - - _ _ GOAL / / o I I INV. IN=569. ' NK6" \ _ I a p - / / _ CHAINLlNK7fi'71 j- \ / o GOAL INV. OUT=570.57 SW) 15" PIII57> I I I I I I I l alalj I I 1 ( I \ - ' - - - - - - �} - 6'CPPiC. SWK / ® 6'CONC. SW. B„SYC sds TER l�4ULT SWINGS / MHS J I / SD GRATE INLET I ,, • \/ / / I I I I 1 I 1 I ( X120' SANITARY I J W U / b/ / TOP=584.35' :: V IN - 66.55 TOP 87PVC o I /�,// J / / / / I 1 I \ EI7 UGPAS\ INV. OUT=578.80' 12" RCP / N 0 117 E I i' \ / / 1\ \I11 11 // 9_€/ T, I o\ U / a J c� 1 \ • 1NV : p T = 566.10' 8" PVC 55 I I a �/ - - , 1 1 \ \ / FOX ACSA --- 1 i TRA FOkME s° �Ec. I, , "I II \ / / / -585� / 8"DEC. 1 1 1 \ ® \ \ DB. 1096, PG. 733 /\ / I I 1 \ \ \ \ / WSPACES) W/ C. PAD \ � \ \ \ \ _ � = SpOL / ,� RAMP (21 ASP CES) I (5 SPACES) -Jp \ , I �- MHS y19 / / \ / - - - - - -------�- ASPHALT VF I I `� / / Il-- TOP = 564.24' / /"'� I - - G� �- \ \ I ` EP INVUIN T=55701'(E)8"PVC .S •;: SAN -\ S / A \� / $� _�O \ \\ \\\ \ / I / /S ASPHALT /// IIIU/ INV. OUT = 55707' (SJ 8" PVC : ; � -SAN / N7- 8" 8„ S \ (14 SPACES) / LI I I (8 SPACES) -584 -- / UFO / (0 (II SPACES) IA 6"DEC. (2) O I SP;:: PRESUMED LOCATION O / / I I I 12"DEC. I l l \ `' \ I�\ _ CONC. SHED W I UNSPECIFIED SANITAR I I \ l / \ EASEMENT FOR CHARLES L. L6 CONC, - J(CURB C TJ v EP P _ 9Ctt nao 41.r� / II AND DONNA . HJCL I �'' - (UT-7) - ,(� / >= \ l \ � /- - - - --- 1=8415_ �585 \\ I C&G -_ _ - DB. 1103 G: 694 ; • ; ; : ; .: 1 I / �I I l \ _ - ` ' / INV. IN=575.10' NE UNIT 9 \ \ CONTAINERS (2) / ' - _ - i I `•` / / ( ) - - _"DEC. - X-� / U, - - INV IN=575.20'(W)8"PVC _ SIP K 3 \ �_ _ _ - _ ` \\ / 4" DEC. (3) 1 ' -- / I I / - hdK-0J1T_574.7j' li PVC_ _ \ \ \ \ / CHA/N-LINK I l / e016 a - _ _ - _ - _ - �._ - - - T \\ I \ FENCE, HT=S'� /{at' - ':MHD,. o ' I/�1APLE-_ _ \\ \\ \ ) \\ -------581- '.TOP=569.35';;-i/•..: X .INV 1N=564.20'(E) 15': RCPG ; : : I / / _ _ _ _ - ------- ---- -- -G - •'INV, O'(iT=554.Q0'(w) 13,. RCP - - - - \ - -F -}G__C �� \ _X'I� - i - - - 6"P7C LL GRAMEL -580�__-------ROCK �^ SD CURB INLET X / \\ f ---_----- ------ A- - TOP=572.16' _ - - I / \ _ \ \ \ 1 1 , / / ' / / - / / ' / / / - �570- INV. IN=568.11' (E) 15" RCP _ _ - - \ I I h , \ , / ( / \ OUT=56 V. 781' W 15RCP PRESUMED /APPROX/MATE IN - / ( )" LOCATION EX. 20' EASEMENT X\ 1 / / _ FOR CENTRAL TELEPHONE D - - - / / / / I / COMPANY OF VIR6`1N/A m \ \ 1 / / / / / / /�_ / \ DB. 5q8, PG. 395- o Z \ m--- / -570_� o E rn o N Q -0 E OE N 0 3 m � s -+ U M m • • O N • � N � • Y M • X O (� Q N � r � v C N 4 N O > n C Ol O N � vv M d � � J O W z _O d U U) L LI 0 N CO V d O N m Uj O Uj U I- Lu U) 0 W Z Z Lu Lu O U 0 d C) 0 U H Ire r I - RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 e0=_.v nft,% . '^J CRAIGW J. K( T.SR.S KI > Lie. No. 0402048507 ...5 2/ 2V 2022 n. J O U) Q Z H z O w w g 0 w0 Z Z W_ O }L' 0 V zO Z LLI Z Q OC LLI G Q W U Z W O Q d ry 0 SHEET CL.L E C 09 W 3 I 4 5 I 7 I 0 10 11 12 1 3 4 5 I I I I 10 11 12 H G F E IJ .� An \ \ � 10"CHERRY J `�lT , ' , 2a \ ( z I \ 07 A co I I , 1) I 10"CHERRY Q Il II n C I , II I CO 0 � I II � I / I I I I I o I � 1 / Cz � w I '� I I 10" CHE RY t I l Iti a II r -II e I 1 I I I I IA I I I 6_4 a I II /Im ( I I I I IRAMP W/ ly i ' I_ I I I II i 8 / ' ) z 4 A I I �1 I e L 'O I II I I -� I I \ Q - \10"HOLLY FFE=589.04' \ 1 - _'�_ ' <t \ I j / , ' / / 6 ' / / ' / / \ / / / I l \ \ \\ \ I `F' \ , / / / / / 1 % ' / / ' / / / \` / / I / / \ � -Ij-I- a ® _ GRASS \ \\\ \ \ I \ \ ' / % ' / / / / / / N4. - / I l 7 \� / , / / / 19• ' I / / IF TMP 91-13 � _ , 'CONC. \ MOBILE \\\ \ \ I \ / / / / , , / / / 03•• I ��/\11�1 l / 12"CREPE 3'(w)DOOR \ \ CLASSROOM \ \`\ \ )\ I I \\ II I / / / // % - , � , / / ,' // %Y S14f \l1 I/ I It / FFE=589.02' \ `\ �\\ \ 1 1 / / / / / / /, / / 6 / �J\, / � // \ LEGEND: - 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR ` \ \ \\ \ \ \ \ 11 I I I I / , / / � / % ' / / ' / / ' / / / / `/ , X FFE=58905' 3'(W)DOOR FFE=589.06' FFE=590,46' \ / / / / / /� \ CRITICAL SLOPES FFE=589 06' ® FFE=589.03' I OOD \ \\ \ \ 1 \ / / l I / / / / , / / / ' / / / / , \ 3' (W) DOOR RAMP \ \\ \ ' MIND / / / / / / / / / / / \ / FFE=589.04' \l \ \\ \\\ \ 11 1 \ I 1/ II TOP=5f32.72I / / / / / / / ,1p/ / / / / / / / / / / / / / /' / / / / �Ix' / / 6"DOGWD SD 1.5'X 1.5'GRATE METAL a \ \ \ \\ 1 1 ' IQJV. IN=576.23' (.SW) 15" RCP , , y / / / / / / / , / � / 72" BIRCH -TOP = 588. 15' LAND. ,�eFT,aL \ I I / / / / / / \ ' } \\ 1 I I /IVV. IN=57%. 10' 0W) 15" RCP / , / , , / / / / / / , , / / � x / Z ���l��3 INV. OUT = 58756' (N) 4"PVC \ S \Ae;\ \k m' \ \ I 1 INV iN=57G.23j(N) 8"f➢VC / / / / , / / / / / / / / / , ' / ,/ , �>/ \ \ \A \ I l I INV OUT[ --576 2'24'%RCP / / / / ' / / / / � , / / \ \ \ \ \ I BOt=576.93' / / , / / / , , / / / / / / , '/ /' , , �-r \ O 11 tLz, CONC. \ \ \ \ \\ \ \ I \ \ l I / , / / / / / / , / / / / / / / / / / / / / / , / 2 8^DEO 3(W)DOOR \ \\ \\ \\ \I\\`\ \\ I\ \\ \\ \\ \\ \ I\ \\ \I 11 I 1 '/ /'/ /// y"/ /// // // // / // // /' /// / //// // ,/ / ,-/ / / k�^ FFE-589, 05' \ \ I \A \ \ 1 / 6 / / / �t�, 1 1 \ \ \ \ I I 1 \ / / y / / / / / / / / / / / p / / / I <\ 3'(w)000R `(" \ II 1 \ 1 1\\\\ � I 1 I 1 II II I \ \ II / / / , / / / / / / / / 7/ / 7 / yh I � / \ ` -FFE=589.01\ \\ \ / 2.q` 'R P 1 1 \ I I / / / / / / / / / 2 / / / / / / \ SCALE 1"=20' \ \ \ I ll °V -574.55' 1 \ / / / / / / / h / / / ( II I S\ \ GRASS 1 ' \\ `� 11 \\\ \ I I I \ \ / / / / / / / / hh / / ( I I / - "�5q \ 3'(W)DOOR \ m \ 1 \ I i \ Q 20' ¢Q' CONC FFE=589.03' - I % 1 \ A\\\\\ ' \ AA I 1 J I I I 1 \ /JOCK Al OR I / / / / / p/ / / / / / / / ) I 1 I _ - -` - - j \ 1 1 \ \ \\ 1 I I !I \ \ \ \ CHANNEL I I I / /(70 / / / / / / % - - , - _ ` 3'(WJ DOOR 3'(W)DOOR A_\ 15"RCP ` \ 24"RCPA \ I // // \ / ', - / - \ \ \- � -- \\, " - . L6'(w)DBL COUNTY SCHOOL BOARD OF _ + _ _ \ ` \ I , 7 ' ` \ _ \ \ DOOR FFE=589.06' 3' (W) DOOR - - - - I \ \ I I l \ - \ \ \ \ / - - - _ _ \ - _ \ \ V FFE=589.05' 1 / \-1- \ - - � -, � � - % , - - _ - � \ \ \ - ^ \ \ _ \ \ - \ \ x FFE=589.08' ALBEMARLE COUNTY, V/RGINIA FFE=589.01' / _ _ I � \ \ \ 3' (w)DOOR 1 \ ( �. I \ 1 \ \ \ \ ^ - _ - / - _ _ ^ \ _ - _ \ \ \ \ i5 DB. 9033, PG. 393 FFE=56699' I \ l]I \ \ \ \\\` - - r�s - _ _ - - \ � I- _ - - \ \ \ N\\ \\ - )P=58761' ZONED: R1 I ' \ \ \// \ \ \ \ \ \ \ \ \ _ \ - ` \ \ ` \ I - - - - _ - _ - _ \ - - _ _ - \ \^ - \ �\ , \ \ `\ \ V 1N=580.79'(SE)UNK. MATERIAL I Q / \ \ \ \ � I .^ .� - .�.' � � �^.' . ��� � L _ - - - - _ _ - _ �' \ , , \ \ - \ ' _ \ . . \ �. _ \ \ \\. .\ 1 . 6' W DBL DOOR _ ^ I \' . - ' ' \ \ \. V OUT-580.43' (SW) UNK MATERIAL \ \ \ \ \ \ \ '� ' ^. \ . . �,: ': . ' • \ . . -" \; _ - _ . �\ \ ' ` \ ` \ FFE=589.02' FE 589. \ ^ ,\ � _ _ _ _ _ - \ _ - _ _ \ ^ - - \ \ \ \ - -:- \ \ TOP-588.83' :\ - - - \ MULTI -LEVEL '�' _. - - - ^_- INV lN=57703' 12"STEEL U \<� \ \ ` k � � \ \ \' : `: \ -.. , . . �, - : �; :" _ _ '.: • - _ ^^ \ : � . \ \;> ; .1 , \ \ \ \ \ \ MASONRY, BLOCK &FRAME \ � \ \ \ \ \ -. \ . ` _ . '\ . , �. '; . � : - _ . � . .. . \, . \ . � . \ \ \ \ INV OUT=577.26' 15" RCP U ♦ \ �' . ; .� . ; . �: _ ,,; ' ^ _ �. '" .� . �: -- � :`: �. _ �. �, ..-'- . - ' .-' :. : > . \. . \ ' ' ` ` \ \ SCHOOL FACILITY SD INLETW/GRATE _ Z \ ` NG-HAINLINK \ - \ \ ' :\ ' _:\ ;.�' : `V - - - _'-':: \' . I: �� ' ,' .\ . '\' '\' ,\: '. . . \; \ \ \ \ \ ` \ TOP=58782, BOT =576.97' U \ \ \ � \ \ I ' . . 1 - . '�'� ^ _ - _ - - .�. _ - - ' : _ - .� . \' . \. .\' . \ \ \ MOUNTAIN VIEWES. \ \ \ x \ \ _ _ - _ - :_ ^ _ 1 �` \ . \ \ \ \_ \. \ ' .\ .INV 1N=583.3T8"PVC U //\ \ \ \ \ SO \\ _ - - - - _ _ r• _ __ _ _ - . �. . ' _ _ ^ _ ^ :\ � .\ . \. ; \ \' . \: ' \' : �t5� . : \ . \\ \ \ ` `\ (1757A VON STREET EXT) // \\ \ O \ -- _'. ^:- - .�.': _ .'.;.; ?•'.. _ \ .\. \. '': \.\'\'�'aS� \;. \` \ 3'(W) DOOR INV OUT=582.92'12"PVC / ` \ \ � \ \ \ - � _ _ - - - ' \ ^ :r _ �• ` ^ _ ` �, �:� . \ \ .v . �. \ '\ .\ \. . \ \ \ \ \ -FFE=589.02' 3'(W)DOOR I/ \ '} \ \ \ \\ \ \ �x� _ _ ^ _ - �.'.-`- _'`7 :_ _ � _ _ .�.. _ ` �,'.\.\.\.\' '`'��.'� \.' .\\. \ .'\\..\,\ \ \ \ \ \ \ \\ FFE=589.04' / \ \\ \ \\ ` \ � \ - - ?� - _ -' �. _ - _' �. - - - -\ . "'. ' �'\ ' \.\" , \' -'\'. �',\` ` \,. '\ ' � \ \ \ 3' (W) DOOR 3' (W) DOOR / \ \ \ \ \ _ ^ _ - _ . � ,? ^ - - - - ' \y ^ _, . . . : . � ._ ,\ . \' . \. \ . , ' \ \• . \. ' : I \ \ FFE=589 03' FFE=589.04' // / 1 \\ 1 \ \ \ - __ 1_ - - _ _ - T . - _ - - _ _ _ ^ `. _ _ - _ _ -= _ \ . \ . F(WJDOOR l I \ I \ _ \. \. \. '4.r' et Cl 0 GRASS FFE=589.03' l I ' \ I \ \ -- __- --1 ��_+�' '' - _ ^+ \\'. \'. \':".\.\' \.` \.'., \'\\'\' .\ \ \ \ \ __ ______ 12"__ II x1 1 I \ \ -- cr ------ __ 1 \_ ��X --- _ - ,s�y� /ti i 1 1 . - _ .._. _. . �A, -''_ � \'\\�. '� as ..\\,'..'\'\ ..\�1 \.:,� 1: 1. . \ ,.,-.,-.�, c�8"CREPE `____________ ___________ - ' I _ ' .-`', .'._: .v.' I.�.�. \\\. \ ,- '\ \ \ ' \ 1 \ I I FOR ACSA \ I FFE-589.05' ,..-- � I 6' W DBL. .I 1 1 I / \ \ \ I \; ,-. - .� . , . \, , \ . \ . \ , .. , \ ' I ' . \ A. ' . ' : \ . 08. 1132, PG. 751 \ FFE=589.04' I 8„cREPE II DOOR j ll I I I I \ {MHD l \ \ , `S�',. � \, \. `' \; , ;\ \.::\; '\;\ : \: \: !' . \ '\: �' \. '\' .1 \. \, \ , .4 : I\; .1 . 11: ' 11 I 1 I I \\ / \8„DEC I FFE=589.00' II I I / i ITOP=588,85' 1 I \ ` :':\.� \.\:,\:.\.A0\;.:. \: : ` '\:;\:�:\:\'\:l:\: :A \ A):.'',\.:.1;..: I 0 1 o I I 1 1 INV IN=582. 19' SW 15"RCP I \ \ \. \ . \. \ k \. \ \1 4 \ \1 1 1' I :C I I 111 I CONC. \ I I ( ) \ / ( INV IN = 582.10' (/A./W 12" STEEL \ \.. \ ' \ \ , \ \ \ \ \ (' 1 I '' \ - 1 1 ; 1 1 I / ` / & , I \ X I I I 7 ) I ` CHAINLINK (HT=4J \ \ \\ \ \ ;\' \ 1 p ;1 1' 1 ® 6I /^ I I , " I I I 1 INV OUT = 581. O' (NE) 15" RCP 1 \ \ \ \ \ . '\ \ \ : \;\ N \ \ (, \ \ \ \ \ \ \ I I. 1 t I \ \ ' \ 1 . '\ \ 1 :\ \ 1 3' (W) DOOR \ \ \ II C I GRASS 3 (W) DOOR 3' (W) DOOR FFE=588.99' I I I I I I I / \ \ \ \ . \ . V .\ \ \ - 1 I . ' 1 1 1 1 I 1 { 1 I to / ® FFE=58901' FFE=589.06' II / I 1 \ l / \ \ \\ I :;, .I:-I:A:l; 1:;1.,'.'I' :1:1:I � I.''.1.�.4!.;1..1,11'fl'1'.\'.1'I .1:l.' I I / . II 0 11 I I I I I // I ..1. .-I;1;1:I:'I.,\, :.,I:I.f!I;'.1.1:!I.?L'.'1,1.;1:1:I:\�:I:;f. �..�:�:11:11 I CURB RAMP 588 \ SD INLET W/GRATE m / I I I I I 1 I 1 1 { I t L I 1 1 w/OwS I t- 0 TOP=588.28' II Q / I 1 \ \ / / \ \ I ;I;1;:I;:I,;1::11;11: .L,.I:I:'�;:;�: :4: 1.4:11,:,1;1:1;.;`.l.;,' II x 1 , \ I I, I I. I 1 I'I 1 1 1 1 1 1.1: \ 8°pocwD n I I I I / / \ 1:.1; ,1. .. ) I. I 1, I. f I s^DEc. @ INV OUT=583.82'8"PVC II �� I � \ 1: 1''. 1'1';;1'. {' rx r METAL CO C. 00 �, / I 1 tt 1 r I' ' ' ' ' 1' . ' ' I I i I i &FROAMECOLUMN 11 lRKr s II � , I h I I I o I / \ \ ,'I::I::r ! I j:a;;l:',I..L 1.11•.1:.{.r:A .: :j 1' I:1:, I. I: I; :I � I.1:1:I // \\ 0 ® 11 0g✓ I I I I \ I / \ \ I ;II; II;:I.1:I:I;l.;ll,;ll,.`.,1,.,1,.,1,,11.1.:I.1.14,II. ,I,L,L.I,I,11..1;.1;'1.1.I I:I;:1 h I I I I 1 II I 1 1:;: �:'11:-1:.1':I•;1.:1. 1'.I:. 1 1 I;I; I;1.F I. I I.. . I:!::'1''I 1:1. - \ u II / I I I \ ..1;:1:':' :I' I ff I'I .L L,,I,,I.) _ " ® II / I I I I \ I 1 I \ 'I'I.1.'I:'I',I: I :I:.:.I.:•.I:I::I;J,I r 1:.1': 'I;I:,1:1;1:1:f:1,:.'I:1'I'1 171 6AN- - - - -_ 3'(WI DOOR11 Z I I 11' . l: • I 1' I ! h :1: 1 1! 1 . I j. . I N(oIDd. E \ o /CAMPY CONC. SWK SAN- 6 (W) FFE=589.00' / I I 1 Q 111 / X I 1 1 I 1 I..;.I;:I:.I;:I:; I.:I'I: 1 I'I:7: .I .' 11 .t. I! ,'I I, \ II ` I I I I 1 / 1 ' i .I' I j1. 1: 1. 1.. :,.�:.!'.1'6'I: 'r_I,.,'. :I' 1:.1.,1'.. / " DFE-58s of \ I I I I I I I I I: 1 7 1 I I I .I' ' 17 I I I 1[ I I I I` 1 - ___ ® 3' (W) DOOR 3' (W) DOOR I I / I I L 1 l I l l I I I. I I I 1.1 F I I I I 1 I; I .. 1 3' (W) DOOR 3' (W) DOOR FFE=588.98' FFE=589.01' I I I I I \ \ I I I I I I I I' ) h. I I I I I 1 f I I I / 0 CONC. o 0 0 ®0 0 FFE=58s.08' FFE=58s.02' 3'(w) DOOR 6'(W) DBL. DOOR I I I 1 I I I I 1 \ I I I 1' I: I' I .1 . J I I I I I I I I .I I I .I I I ;L 1. I. i' / u I I GRASS FFE=588s4' II I I I I I '1:1: t'.I1 ''.I:'.'I:.I:'I' .'. :: ;I:1;I.I:I..I;i:I:Ia'I:I;I': I:i;l;�'I / I / FFE=s8s.00' / 1 1 1 1 1 1 I \ I x I: 'I:I'.L ,L :.I. i.,:l: ,'1'1 !' P. I.'.I .h: .''I.'.;.'.. .I': I'I 4 / I /1 I-- XI 1 I I I I I 1 I / II:' I:I:I:I: 1 'I I I I. 'I:. I:I .h.1 . 1. .k,l .1.1 I I, I; i;,. .1''. '; 1I .I 4"pEC/ 6'(W) 3'(W)DOOR I I I I I I I / I:6;('I::I ;I 'I: I::JI :I':I I.. 1;f I I ;I 'I I:1 1'I:'I::I' I I. I. ; I.II . ;1:I: I � I I// DFE=NOOK h� FFE=589.00' I I I i MHO I I I .. .I .I ' il' I, t: hl; � .l, ' I, I: ' 1 t I l :' I. J. ' f, a 1. d. r L L i I i l .. i' I. I, 1 9 1.l' I. : j.I:I:i:1:1:1;:1;1: .I... -0 m / I I I TOP=588.53' l / I : I . I . 1 ; .I 'I'' • .. , . 1 1 1 I NV IN=5825)4'OAW MEAS.2 STEEL I I I I I 1! 1 l q I I I: I:I I I:1:1 : 'I. I. I:I .1 I1 MHS (GREASE TRAP) W/ \ i I ( ) 1, I 't ! 1 {' 1 1 . 1 . I 1. I { I I INNER DROP CONNECTIONS / \ / I I I / I ;I: ;I . ;1 . I I I :I : 1 I 1 I III TOP=58743' / \ 37w)DOOR ® / I 1 I INV. OUT=582.32I15"RCP / // I Ix I,h,h..IF'I.'.I;:I. I,,I.,I;:I�;I':I:'.1.1:I.1,'.I;l:•l:a���l�l:/;f.�:l,a'I'�.I;I�. h INV. IN=584.5' (E) 4„PVC \ FFE=589.01' ' I � NO. S IPS I 1 1 / / / I ' ' ' 1 :I ; :I 7 I ; ! ; ? : � : - :7 - ;I : I : � :1 '. (;I. ,II: � : : I . 1. I : t. . ..I: 'I: � I ' ? : 1 : (,1. '1 rE I I I 1 f'1. I ..h l.:'I;. I. I' I I' I It I it o C C. m INV. OUT=583.0'(W)4"PVC .:.I.I:h 1 I I 1 'I I' I I I :1 Ih BOT=580.67 -I I yT AD(;, I I c / I f.F. ;l. I.L:.''. / .I'...II:.I I''. 1..., :.'.'I';. \ LIQUIOLEVEL=583.08' J \ ® I I I yoERs 7 7 \ /\\ // 11 11'.I.1.7'1•111'I111:I;:I;:i:.'I'.,I:I;i.�j1-11:I'I'{f:�i1.:'I;i.(ral;I�: I I\ /� I \ 1 I7/I / / / METAL STAIRS / \\ / 1 ' 11.f.1.� .'1:1.1.1 .'I.1.'.1' I.'.6.1,..l.i. .1.1 .'L' II I: \. o 112" \\ \ I _/ /l / W/LANDING i / 1 ( 1 I I 'I; I: I: I'1'':I:l:;I:I:.I,'!'I f:'.I;I•:I:1.'71,r.I...7.'l.l.l.�'.b.d'L'II':\ �_� I •. I:l./,I. I:.,l.. /.;.1.1:/:-- .Lf'i.i.I.l':.1.LI,/ I {.L. .I, . DEC. / 5'CONC. SWK ' ' I I o \ Y % . I / 'I I I I.1: { 1 1. ,I . 1.1 .I.;l:, 'I;1.. ;'' I I l,f.l.. I \ \ I I / 3 I . I I'.I''. I'11 If..:a.;.''.r:•:I..11. 1'' I'' '1;1,; ':':I; ;. 9 3' (W) DOOR � J t I I \ - --580- � I . I I. l l l l . r 1.1 l .l l 1 I i I.1 1/ L I 1 I r ' 1 \ I I Q 3'(W)DOOR FFE=589.00' C) \ /I I / 1 1 'I I 1 I.I , { .l' I-':1.'.':i.l'f.l'.'1.:1'.Li.I.l;,1:,1.;1 \ FFE=s8s.0o' I 8'(w)DOOR I I II - - - / / xl 1. LI:1: _I. ,I* I;:I''� Ii:I:I:;:f'1:'1:.1.. 1,1, 1 1 ,I. 1... CAN Y '� I FFE=sss.ar 1 I 1 . I. 1 . 1 ' l: ' I ' . I / (, ' 1 / 1 ,1. ;1: 'I. 7:... ' 1, , :.1. ' ' ; .L I . _ . mE 3'(W)DOOR UTILITYMETERS W/ \ 1 U l l { I 1 \ I I { '1 .I 1.!: ?:;.::;;I. ;l; .I. .1: :;:J: I. I','.h .l'.,; \ 1 I FFE=58s.01' \ h I I I ' . ' I.:1. ' . ' . I: , I. I. 117 t f l 1 1 t - I I' , :: ..1 CHAIN -LINK FENCE (HT=5') - % \ / X I I . /' ' , r I ) I . . I \ I I / / I I I I I / I I I I 1:i 1.I. .f-'..1. ;1.1,:1,:,,':1:1:1:�. Il: a:: :':.1: ).:I. 11. :';:\.;:: I - _ \ C9 3' (W) DOOR l I I 1 i- LOADING DOCK 1 FFE=589.01' �� PLAYEGUIPMENT / 1 I I I I Iiz I f ,1, 1 I. I I 1 1' 11' 1 1 I I I l r I I ,, I I f '� 1 I I ,1, I i, 1. . \ 3' (W) DOOR h I I I I h I , 1. f. I I / . W/CANOPY / \ 1 FFE=58s.03' / / I I I I I \ I / I .1 Il 1 1 'I : J . I .1. 1 I 1 ! • i.. I . I .1 ..1. / . hl. I I 1 ! . I .1 1 ' 1 . 10" GONG. STEP - \ \ \ 1 1 I I I \ I I ':1:,:I .'1:''�'t 0 1:".'.I. '1.'.'LI. 1.;.'.'....1;.:;L'�.1.•j.;\. I \ 3 TREADS, 4 RISER SBA\ 1 I / PLAY \ I I I I X I , I. ] . . I .'I , - . :. , . I . . 'I I :l' 1. I 1 / l \ 3'(W)DOOR / I I I \ { II .,1:1 I I,. �.'II'+:1':I,.l1.1:/;1'1.': ;I{;I { ./ I /! \\ \ I ) / AREA \ I I I I \II..1: I. .1.i 11 I . l:;/. r:; METAL I I o DEC.12- o \ / 3' (W) DOOR I - i Q / / 1 I I I � � I I 'I. ;I . I .. ; . . + .' 1; . ' f ' l . ! .I' . 1 , 1. . I.I. ; . . 7 . l •!.. . '/; . l \ FFE=589.06' FFE=586.50' \ p \ I I �n \ I I'I ;1, 'I I. I . I . ' .I \ PY COLUMN I1 $?s � coNa 1 n / \ I I I I \ ! h I t I- f 1 l :l. 1. I:.:I . 1 ! I I 9 :1 'l I. `' \ _ GONG.. STEPS _ h . I .1 . ' . I I 1 . - 1 I .l' . . I I l l ME (TYP) I o � 3 TREADS, 1 / _ _ - - II I 1 I \ / . . I . I . ; ; t. . .... I , / I I. ' . I 'I. . 1. 1 . 1.1' ...I; . \ ��rn 4RlSERS � 3'(W)DOOR / / I I I 1 1 / h I I. I. { I F I, I I..r :I a.�.1.h: :. 1.i,.1.,;,:,. I, l;';: I l 1 1 FFE=588 99' I I f I I ..1.:I 1: I . . ' j : 1; . 1.1 .1 1 I L '1. - , I I.1 .1 :l l I ( I'.1.1::' I �\ \ ,' EP �\-/ I \I \\\\f__ 1 I xl\ ':I::I.I. �I.j.1:,I::r i.1,:1 �. .1,I;/I,,'� I.1,;I..j:'11.I.I, l l l I \" I � \\ % ,/ \ \' \ I I I I 1 : IIII 11 I I i 11 / 1 / { l l I•I / I / 1:I I 1 I I: ':I II \I I \ \ 11 \ 1! I ,/, 'l. 1: 1 d 1 / I I 1. I: I I I ` 3'(W)DOOR \ 6'CONC.SW / ' I - -1 II \ 1 I .'. I II.'ll 1 I F,I I 1 1. .I / I ,,/ / I 1 � I \ / I FFE=586.54' / yes I I { Iil \ 1 I I I'. !!'1 / 111 •' 1.1'?'I'!:.'. fl.l' /'./•.L:1r I I I I \ \ -1 � 1 I i'Jilll \ 1 I I I, I C.{.i,1.,1..j;.1..1:1'I;I.I.;L' 1 .'7. l'.I:i l:I.l.:/ / :1 I I I I (GONG. REMOVED AT TIME OF 1 I / I I I \ \ I 1 t / ) 1 . /; . f . I I \�" SURVEY) Fq I MTAL RAMP //� / I \ \ MOB/LE \ 't: ':':I'.L J', :I.I: a: .I,. :!.1.''.'.'.f. l 1 1 - I CLASSROOM \ \ I x I. . 'I: '1: 7. 1: 1 - 1 . I, il; ,I I . h . I..l' I I ' : ' . / . I . . 1 . , I I I I l I f I GOAL / GOAL I I I / I I. I 1 1 ' I I I ill 1/ l I I I J o I O / I / .1. 1. 11 .' { ./. ,�. F. 1 I I PLAY EQUIPMENT / o I ( I 1.' 'I 1: I I. III' .I' 1 a I / / / o \ 1 I I I d 1 I I I / 1 I / / I \ I A 1�\ I I a /' I / \ I h 1 tst):l,'. �:I'I 1. 1,;l.'. I;./ /!/: '!J.h:l,''I'. D f I \ / ' Iy / / ATHLETIC COURTS I I l 1 { , 1 , , /` ! I I . 1 '' I. j / / I l I I � - �+ I / (ASPHALT) m I: 1 I, .I I • : I.J. to 1. 1. I. I. . /. / / I I \ ZII Ix 6' I ) I f / / 1 I11: :•:';''LI:1'1.,:'':7. I;..I'' /...,�,i/I;I,I,I, / / I / '^ \y MHS y0 / .{. I I I 1 f h' I' ./'. %/. , / I / I 1 I MOBILE \ POST TOP=58752' W I 1 I I .P I 1. l 1. I. l ,/ I: J' l '/ / / aa CLASSROOM / I 1 /' ;l ,' j :/ 1: I. 1. f ' i / l I 1 \ d I S o INV. IN=581.14'(N)4„PVC // 1 I I 1 .'I:,L':/:l;1 .1:i•�'l .l :l;:'../l:h' / ,1, 1. Its I'II (y I 1 / I i ! 1 / INV. IN=57797'(NE) UNKNOWN / I I I . ; i : .1 :I: 1. I 'l. _ - 'l '/. .I; %'y ./': /:: TWOODEN / INV IN=581.28,(EJ 4„PVC I \ 1 ,1I.. '!'/.,1: 1:.:''l l: l'!':,1:i:1.I /;I:1, /I. �/:I,:I1 to / I / / / \ , w I / I I I \ ':7':I'. 7 I' 11.. 'l / l'.I I /. I l / FENCE ti I / / INV 1N=579.55' (SE) 4" PVC / I' I 1 l 'I I I I I I I / I I .I:.. . .Ir I'. . .I'I';l.i. :/;1. ./. 1 !:I .I.1: :1'. \ INV IN=583.37' (S) 4"PVC / .1:. ' : ' 1 ..,' I . ' .1 . ! / / I I I I f 3' (W) DOOR 3' (W) DOOR / I , I I I I I \ I . ;1. . I 1 I I ' i 1 .1 ; I \ POST INV OUT=57787'(W)8"PVC .1, ,,1:1 ..1 .'i 1;:1;1:!:1::1;7:1:1. i. I: 1::'; I,i:;:1;..1, ,1, :1; :1 1 / I FFE=586.53' FFE=586.53' / / I/\ �/ --- - / o I I / 1 \ I 1. 1...1.;. I I.; I.'.•.I'.'I 'I 'L', .1' .1 I 1 I I I /'.':: '• \ \ \ \ o' c� SHED -' - I I I > I I .1 I ' I :I: j ' .h... 'l. I . ' ' t ' , I I �\ 1;:': 1 h' 1 l: 11 1 I - - - - METAL STEPS - - 1 I r . I . ! . - w-/CANDINs' _ / I I l , / . b :1 ' . ' . I . f : r' 1 1 / I I , 'I'. I,r..�: I.I.t:I I:I:r. ,�: :1 I.' 1. I... 1. 1 / I I \ \ \ _ ELECTRIC VAULT _ _ / I / , I 1. I I' 1. • , .. 0 6"DEa(21 T- 1 _ / I 1 I I , I ::I !''' I, •1.J:1:1': I: {. l'.'I:/,.I:/�:I'.1'I / / \ a / SPN I - / I I , / ..1.1... I 'l:/I1.: ,. 1, ,,I:I: /-I ! i;. i.l ':/. / / / _ \ / - .- � _. GOAL / GOAL / I / \ .:1. I . !. 1, ! ! I. I l , l I I \ \ \ , - 6 C9 PC. SWK - - - � � � - I _ - - CHAINLlNK7FlT=4 J- / / o o I i I 7 . I :I, I . I :I. I I I . ! 1.1 . .1 , ! .I I:I:I :I; 1 .l ! 1: I: I : I . 1 I S -'------�-- / 6'CONC. SW \ / \ METAL DECK I ' \ * I .:I ;I; .I;t :.� l: l:! I'l: �:il:l' ::l: '1. 1. I:!:�:�:I:F�r::r 1./ I I I / I/k I `� - _ - - I \ \ UP Y i / I \ � � w _ / _ U _UGP / AN811 I - -I - - UGP All // \ TRA FOkME 3 I / (9 SPA W/ O C PAD \ I/I/d TER 1� UL T S W/NGS / / / ; I / \ & RAMP / :I 1. 1: f } . I : h 'I : 1 ,1 : IF a' 1 ' :.. ' I' f ' j . l ,I' : :h i . ' : ' : 'I * 7 . I I l I l I / SD GRATE INLET \ / I I, : I 1' . ' : I. . 1 TOP=584.35' Irr1--\�ff---- --II I ` \ / / ' ' J . ' l: )' l 1 /' I ' : l I. I . / . l: .l a II A 11\ y INV OUT=578.80'12"RCP I } i `_ -- `\ \ \ \ // /I .;.1 ;I:1.;l:I.' l'I: {: I: I. .I !/:1.I ,!l �'1.'I.1; :1,.' I:i: l: 1 I 1 1 / I I s" �EC. I / \ '_� -585- , I - EP / x /. , 1 I I /' I . { : I ' 1. :1, . / CES) Jv i ` `._// 11 11 _\ \ / I� I I I // - I / \ // 11; ./:I J1 If �;l; ,/. /.!'/. I,l;/:. !: :I.-1:.:1':1. y. '/, ,I'II '. 1, i. 1 I 1 I / xI / I j - - - - / �- A SP CES) I (5 SPACES) �q -X- - - - - J P )x 1 I / I/ 7 / GONG. i 11 / I 1 . : /l al: J. iI, / I.J. ,l.I . I ,/. / / . . I. / 1. : ' I I 1 I I / I I k SIB RAMP y't_ .(y I. 1 J {. : I . I . 1. .1. • .l . . 1 ,1. /, . f . l I / T I I EP - %( X-_-- I 3' I ✓: - I:l.l �:!:;).l:;:l.r..I.,J.0:1. 1'.; .1:1,i'I � I. I I \ - -- _(&B _11_ J/ I / 1 \ I /,. ,I.i,,./,! 1. 1: /.,/,l':,.I .I..-.1.:l././.:,/.;/,,r.l 1 I / I I I / I /S ` \ ASPHALT / \to I ` I - - / / / / \ 1 .1' '.l. / .! / /. .l ,, . , . 1, /. I I I I I / EP / 11:- '1'1' l '.l:J�'11,':I::I:' 1. I:::!:1:1'. I. 1,1 I I I I / / 11 / (4 SP CES) / 1 1 1'l. l:d ;!.I.1./% l l I .I.l 1., 1 ,1 t: .{: l l l 1 I I / / / I I I -^\- - ASPHALT / I1� -� / o / / \ P LE SHED/BLDG. / I',1, :{ 11.'.: 'l; '(' 'I l .'a'I'':'1: I.:I:1,'I. , / / 1 9 ,:' f 1 I (>4 SPACES) / I I - / / 11 / , S \ IL_ (B SPACES) -- - I II, / / , \ / -� ,/. 11: 1. .1;' ' /;:'l 1:1:1 ,1; :1 ::f: .1.:.:I I. {.1 1' I I 0 -584 // �\/ / \ - I ll.l ,i ,I'.li./,1,1;.1., .../ 1',l: !.i' I '. Il'{I;J; 1 '1: / l / / / 1 I I lIF / (II SPACES) \ 'r N ASPHALT /0 3 POSTS / ' 1 ; r,111 I / I i I I; .I • +' 1 /l.:.I , ,I •{. •( :I • �(, 1. , : f :I : j : I I 1/ II I/ I I 1 / / I 1 6" DEC. (2) h`b /11 /(' / / l 1 7 1. {, : I I. i. r l I - I / I I{ I I I l I I I I I _ - � I / , / 1 ✓:. , 'l: 1 1. f 1 , I.' I' , 1 1 \ -. I 11 / / I I'.I' .1 I l''.I. I. ;. I.'. I, f 'I' l l I / / (17 SPACES) / I . I . . I . I' . : 1, ' .1 1 l / I Ix I -58 0� W q / h 11 // Opp " I/ I // .//: 1;:1:1:,1;1':I:1:'1.I::I 1:1:�: ! :l I. .:.i.1:1' 'f 1 � /� / / / / II I I NC. SHED P / V Il GONG, (CURB C T) / \ / / / I / / I I , I q j ' I I' L ;� : I : 6 ' ; f l; l :l: • I .I ;I ; l: /. ... � . . ;/. I1. �/; : J l / / / 1 I I I I -� EP P _9ctt Mo - o It / I f;1:;.1:111' ./.'l'.'.J L/.. .l: ,;i�.'! , / / 1 1 I 1 _ CONTAINER BOX / 00 - - - �- _ - 11 6,: VC / / I'! 4'l.':',:I't'', L.l, ''I''''l.I•':' 'l:•'j. l I _ 7 )'1 l ! I' I• l l�S- - - ___ -- / 1N=57823' cf 1':'� 1:l' 1�'{'I': jl:.�. :I�1..1�.'I.i !� � / ` - / - - - - - - - � tiF 5B4.2S _ _ _ �585 \ \ C&G _ _ _ / II EP / (uRB cu) � \� I / I 1 . : ' .1 /, 1 .1 'I' , .I;l. i':1 /: I. ./, , . '!..1; . • :1. ,/_ ..1 . :1' :I /. 'l: / / I I I 1 II I _ - -, - / INV 1N=575. f0' (NE) UNIZ' - _ - _ - _ •DEC. , CONTAINERS (2J I % - - <+ - - - _ _ _ _ �.. ' / / ® ) ) , / / I 'l: I .:. 1 , � ), l : ' i : .l' • ( : { ' 1 1 : I: I I : ' l ' I I 7j - - - - - J� INV 1N=575.20' (W) g„ PVC - _ - \ \ 1' - _ - . _ _ 8" o _ _ _ _ t '_ _ C&G 1 / 1 { j I ./. ./:l l 'l: I . I . .l. . ,/. .l ./' . I , 1.. ,/ l 1 I _ _ _ - _ \ 4"DEC. (3) ------581---- --- _--' - c-_------- � _ ROCK / / '. .//,/1. 1./.:' rG!; I .J'l.' I ! l 1, I' ! l l 1 / I !l - Nd1�.01[T=574.7�'1�'PVC - \ \ CHAIN -LINK - =-_____________ __ - - I 1 /' I. '/. (:' I - ' - - \ \ / / / FENCE, HT=S, I / / i Q ip§� -_---- I I r - -=�.t - _ _ - - ARMOR / / 1 : I 1 /� l 3 1 , I / 1' ,.f. I,', l J: l: l:l'' i l I I l _ - - \ / \ / f I - _ - _ -11- t {(may ) I / /I:'/:I.':1..'1: .I:: I:': I I \ --- -- -- -- < - 2DEC. (4) �ertis I I / - : /.l / / l .I I .l.' I I / / --` I \ / \ � )\\ _-581 �X��� II - '+d''7 .x / ^)/!/'//:isl'I.::{1.1:1:'lil:/:7;'I:l;l;%;.1_.././.,:'/: /I I I I I I I = a_ -- - ` - / 1 -, - i %` - _-- -_ if I/a- � -- --- l I y1 / ;.11.(.:��': �:1'1.17: .r1•l:: �i.'(.:: �:{�..:. �: •r :i; ;/. ;(' { 1 I I I I _ _ - G----- G ---- \ / ��X-- i -- -- --- -_---I+U� I I`---j I / / / I 'I 'I,, , RA VEL ---___ \ \ 1 -�\ \\ \ - �X� -1.- --' '-IN1-5a0.r4--------------- -11h._-- - =G)%_ ��_/\' \_' 0 /' I l'. 'f_ - _ _ _ _11,) ---- -�i- 'I �.';'' ' /./ - _ \ \ \ \ \ _ - - _ - \_ _ GRAVEL - _ - _ _ _ _ _ _ - _ _ - - SOP=581.89 �)( /1) CH '( LINK k I / . 1 \ ` \ _ - - _ - - - - ` - _ - - - - - - _ - - - - - _ _ I I _ _ - _ _ lN_V 1N=576.35'(NW)£"PI/E / _ _ / .1 /. I I l ` BB, _ T I /) \ \ , - - - - - - - / J - - - ' - - I I \ _ _ _ - - _ INV IN 576-85`(1dE}12JPCP - - � - / / / - FE, E(HT=4) / / . ;1. I, J' l'/ 'I - \ I \ \ - - - - - - - - _ _ , -580 - - - - - - - - - - - - - - - -- - = . - - - - - X - / / /�: j. Y: i' . 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I I tp / r _ - / / LOCATIpN EX 20' EASEMENT \ - _ - - _ - - - - - _ - - - _ - - - - - - _ - _ - - 'i •� ✓ . ✓:i '/. r0 x- / / --,< / 1 / / _ . jr�,.73CP'W!F€8� � - ''+r-.'-`:: 5i0.=: • - - - - - - :'i. ,,.', ,,' .h. __ I - / , - _-- / I ( / FOR CENTRAL TELEPHONE / % ' _ _ _ - - - - - - - ^ .�. _ _ _ - _ - _ .:/.,. .�. / o d \ / , , i -_-- / / / I / COMPANY OF VIR(7,INIA / - - , - - - .=673.63:' _'_'- - - - - - - _ _ - - - 1. ,'�' .% �. /.:' � / , \EED / , --00�, DB. 5q8, PG. 395 %' ----- - -- - _ _ _ _ _ --- . - r. - - -7. l?: '/'. /. i -c - - - - - X - - - - {. T / - - / _ - / / / - , l - illlllll. i.' �' \ -17_%' _ 7� I - / / -1 I / / / / // = - _ / / / / ' ✓ - - - -560 -:. - - - T: .� �_. �: i. 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No. 0402048507 ;'5 2/ 2V 2022 n 'd J O VJ Q z H z O L1J L L] g 0 LU Z 0 z 3: 5; O Lu U 0 (D z OU z �__ zQ Cl) Z) of 2 _ X 2 Q LU U w Z 0 0-1 Q ry 0- 0 SHEET C2.3 E C 09 W 1 3 3 4 5 I 7 ■ 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J H G F E D C A I j O \ \ \ \ \ \ \ \ \ \ \\ \ TMP 91-1D I II I \ I \ \ ` \ ` ` \ \ DOMINION CRANE & RIGGING, INC. Po'sS°RAN \ \ \ \ \ \ \��� `\ `\ DB. 1237, PG. 594 \ `\I IMPRO N!\ ZONED: LIGHT INDUSTRY \SD INLE� fa//GRATE` I e a o o I- U II .. IL. r \ TOP=586.84' - \ \ \ \ - - sOs� o INV. OUT=584.39\75"R�'lZ - \ \ ` \ ` \ \ \ \ - ® \ OcC /icy O I \ \ \�\ \ \ \ _ _ - \ - - \ - ` ` \ \ - - \ - EX. 20' DRAINAGE 2 D O �� \ _ \ _ _ _ - - _ _ \595� - - \ - - - - _ 8 EASEMENT \ \ O DB. 4425, PG. 332 SCALE I '=20' I \SpACFs� �590-------- -- -- - -- \ GRAVEL _ m I II 1 /') \ \ I V \ CONC. sWK CURB - - - - ` . \ - - - ` _ _ - \ \� KEY PLAN - / O �\ \ \\ \ EX. 20'WA 11 H \\ \ I \ EP \ \ \ \ \ ` - - - _ _ - -- - - - \ - - - �6�� \ ` EASEMENT EX. 15"VIRGINIA I I / I � \ MHD \ \ _ POWER' EASEMENT �\ I II ` / \S\ \ ` \ TOP = 585.73' \ 2"DEC ({'Co \ ` - - _ _ \ - - - - - - - - - - - - - - - - - _ ' DB. 4425, P / /7--STONE DBMS) S\ \ \ \ I \ '•R.r' C _ _ - - \ _ - _ - - - O8. 109Q PG. 739 1 L I � \ \ I I \ \ INV. 1N=583.08' (NE)i 5y" RCP 6 SPACES \ \ \ 1 \ \ \ INV. .13' (E) 15" RCl"\ ( ) lNINV.OUT-5UT=583.0' 15"RCP ASPHALT \ A \ \ _ 595- _ _ .5IX 2.5' \GRATE // - ` 3"MAPLE \ 1�.5' x 2.5' \ - - \ - - - - - - J / i MHS \ \ (CO)6"PVC \ l / I } \ \ \ \ TbP 587.32' , - - - _ - - - - - - - - ` i5g5 / / \`Cq' - _ - - _ \ SOP=588.41'- \ W I TOP=58572' //\ ` 1 12 `s8 - I ` INV. OUT=584.93 EJ - - - - _ - - EX. 20'Jd/ATE.ELINE - - "INACCESSIBLE \ I R 10"DEC. \ M 11 S / DEC. . \ \ / INV. OUT = 584.93' (NW) >5" RCP - _ _ - - - - - - - - - - - - - \ lNV=579.83' � � �\ -584' p I 8$\ - - I I \ �S. - - - - - - - - - - - - - - - EASEMENT FOR ACSA - - _ - - - _ 89� \ ________________ DB. 1831, PG. 129 -- CO)6"PVC / 11 MOVE \ / - - - - - - - - -590- - - - - - - - - - - \ 2 I _ TOP=585.79' ---- LIGHT __-z_ ` ' - - - - - - - - - - _ - - - - - - _ ' VACATE PORTION OF EXISTING \ =5\s4• ---- POLE \--------- __------- EP \ - - - -- - - - - - _ - 20 WATERLINE EA ------------- \---�---- _ --------- - - - __�__ -z_� ` MEratsra/Rs l � EASEMENT. / ` \ 15"RCP ' \ - 590 LAN /NG I TOP=585.05' REMOVE PIPES AND \ / p ' INV=57922' S85 \ �\ \ EX 20' WATERLINE\ OO - - _ \ \ \ \ \ m ASPHALT / \ CLEAN OUTS FROM I 11 _ _ _ - - - - - - \ \ ` \ EASEMENT FOR ACSA` � �O HERE DOWN AND U / 5"/CP/q/ \ 1Sp� \ DAYLIGHT TO NEW I pI / / - - - - ' , \ k(pU7j,5BE ; \ \ \ OB. 1096, PG. 733 se8 = O I I Ep GRAVE[ _ ' _ REWOVE GRASS DRY POND \ a _ I \ = I II , / . - " ` \ REMOVE m \ \ \ \ \ ` \ \ 6'70NC. i lcRavEL 0 8� m 8°CHERRY _ _ f _ / \ METAL\ 3'(W) DOOR 3'(W) DOOR � ISTAIRS(00) 6"pVC \ \ n \ ` �Lr' FFE=589.00' 3' (W) DOOR FFE=590.53' FFE=590.6 OP 6g2 \ \ m \\ \ \ I FFE=588.98' FFE-58900' REMIE I LA DING \ / 1 III _/ 1 \ /_ >g• \ ` \ \ 3' (W) DOORL MOBIIILE l (tSD) 6"PVG' 1 6" DEC. (5) �q \ \ FFE=588.98' 3' (W) DOOR I i \ ar \ \ 3' (w) DOOR CLASS OOM � I ITOP=83.76' \ 1 � \ ` \ I FFE=588.98' INV.=579.12' I - \ \ \ \ \ �- \ -r-^ I I ACPS TO REMOVE AND ''''I1WW7T�\ GR S FFE=588.98' I / REMOVE RISER//� - `\ \ \ `\ ` REMOVE FFE=590.59' FFE=590.60' I I DISCONNECT AND PIPE UP TO / p / / ` \ \ -w - - _ J o 5"CREPE (2) i ELECTRIC, PLUMBING, / CURB INLET I I/ ) \ \ \ \ W VETAL DECK / AND IT EQUIPMENT. I L \ I I O II I I \ \I \ \1 ` \ s\\ V \\I - EMOVVE' MHD 6"DEC40P/ 70' /(NW) 8"PVCDry IV SDINLWE I 8"6'CONC. SINK 3DOOR I INV. 0LT=579.66'8" C _V.=578.76') E=56699' L(® FFE=58899' '() . 6'(W)OBGRASS I TOP=580.99' Oc19^cHERRr FFE=589.04' REMOVE INVIN=57866'(SE)8"RCP / / / / / \ I I I \ \ 1 \ q 6`"�r' ® f \\ \ \ STORMWATER INLET V. / INOUT=578.58'(NW) 15"RCP L I I GRASS MOBILE \` \ REMOVE \\ \ 1 AND 8" PIPE CONE _ \ \ . \ / _ _ -� - - - 12"DEC. N ` \ I \ 1\ 2 12" CREPE 3' (W) DOOR \ \ CLASSROOM --_-___--_-- 15^RCP r I I / I y \ \ n FFE=589.02' 1 ` / I p 1 / DOOR FFE,589.05' 3'(W)DOOR 3'(W)DOOR REMO� \ DOOR n / \ I FFE=589.06' OOD 24"RCP 1 4 1 oj0 1 ! m I ` O / 99 FFE=589.03' FFE=89.06' 3 1 FFE=590.46' - 1 h I I \ 1 (W) DOOR RAMP \ \\ \ 1 1 MIND lNV=57563' / P I / 1 I / FFE=89.04' \ \\\ \ 1 1 / 1 \ I I I \ I 10"CHERRY {�C' p l \ \ \\ \ 1 I I I TU. IN=5 6. SO CURB INLET W/MHD / 1 \ / I 7 1 C�prS`' I / 6"DOGWD SD 1.5'X 1.5'GRATE METAL \ REMQIJ1 1 I IgVV. 1N=576.23'(,SW) 15"RCP TOP=581.63' / I 1 I 1 / 1 / I� n I h\ \\ 1 I I IIVV.INJ-57 .10'BW)15-RCP INV IN=57734' 15" RCP / 1 I 0 I `n I I I m A 72" BIRCH O CAlVD \ \A 1 \ \ I 1 �V=5 .23j(N)8" /8VC /n TOP = 588.15' ET L INV OUT=57712'24"RCP ^ e I INV. OUT=58756' N 4"PVC S /I\ \�G' I h 1 I �I �I I G` ti I I I 'vL-' \\ \\ \ ��\ \ \\ I ` \ 1 BOt=57b.93� �� I 1 /5 I i �B, 2 I to \ a\ 1 I I INV' 2' 24"%RCP / 6"DEC, (4) J I / m A 8"DEC. Y W) DOOR \ \ \ \ \ \ \ \ \ \ / \ 2 FFE=58905' \ \ \ I I \\y \I \\ O 10"CHE RY L l ® Lolli' ni m I _mDn II II 6Q I t I t ®® II \ \ \\ \�\ 1 \ �\• \\ t \\\ I \2%QQ RI I F3'(WJ DOOR IP GRASFFE=58P I LNV_574.55I'III1 _rjU1 REMOVE FENCE FFE=569.03' CONa II 1 I TMP 91-13 1 1 / 1 ! m I I L 1 1 15" RCP 24"RCP 1 ` m /-N64°15'57"W / m I d ° l 6' W DBL. COUNTY SCHOOL BOARD OF _ 24 ' ( \ =O 12. 00' / _ i� I I Y (W) DOOR DOOR 3' (W) DOOR 3' DOOR _ _ �}O \ I / `n I I I FFE=56s.65• ALBEMARLE COUNTY VIRGINIA FFE=89.06' �) 3'(W)DOOR II N I +' I FFE=589 08' FFE=89.01' o ® HS DB. 1033, PG, 313 FFE=588.99' STATUE rn (� I I TOP=58761' ZONED: R1 II / NV. IN=580.79'(SE) NMATERIAL 6'(W)DBL. DOOR +RAMP W/ NV. OUT=580.43'(SW) UNK MATERIAL -4 / FFE=589.02' FE Ph 8"DEC. N I /¢_ EX�15'VIRGINIA \\ \\ \ MHD O GD D POWEIXEASEMENT \ - MULTI -LEVEL INV 1N=57703' 12"STEEL v> \ TOP=588.83' L I \ \ INV. OUT=57726' 15"RCP \ \ \ \ DB. 1096, PG-739 \ \ � I MASONRY, BLOCK& FRAME 0 \ I \ \ , �` SCHOOL FACILITY SDINLETW/GRATE 0 \ ` A O \'F / - - \ 4 \C I I INV. 1N=58 0P,88PSC // 1 \ \ \ \ S I ® _ BOT=576.9T \ \ 4 HAINLINK \ \ \ R I I I I MOUNTAIN VIEWES. / \ \ \ \ ro Z }�- (1757 A VON S TREET EXT) \ 1 - j��A I 3' (W) DOOR CI) OUT=582.92' 12" PVC O C&G \ t \ Q `J I - FFE=589.02' 3' (W) DOOR \ I 1 I FFE=589.04' 3' (W) DOOR (n J N \ I EP \ \ \ I I FFE=589.03' 3' (W) DOOR m \ \ MAILBOX EX 20' WATERLINE 6" CHERRY I \ FFE=589.04' 1 \ \ \ \ m y EASEMENT FOR ACSA I I I I �R� {C z 3' (W) DOOR 1 V "� \ \ \ DB. 1132, PG. 751 m `p-' Z C'.RQ.tS' '{.tQ.rs�' p a GRASS I FFE=589.03' DB. 1096, PG. 733 I `n ` y I V O" ROLL - -~ 1 - - - _ _ _ 12 / 11 III II I 1 \ m 8"CREPE / � \ N \ 8"CREPE (3) CONE MOVE 61(W)DBL m ,519 cP m ` ASPHALT \ I FO20'SEWER E`A�EMEN7 FFE 58OOR FFE=589.04' CONE.SINK II I i /I 1 I 1 1 m I O � \ \ I LIGHT I I I I FOR ACSA \ I FFE=589.05' I 6'(W)OBL I I I 1 1 MHD Z / ' \ / DB. 1132, PG. 751 ` DOOR I 1 I _ \\ POLE I 1 I \ \ i 8"CREPE II FFE=589.00' I TOP=S C \ / \ EP \ \ i \ 8"DEC. I I I I m O I \ I CONE. \ ,' <Crr, ® I m INV IN 0 \ I C&G - - _ 11 / I / I ® SAWCUT \ / r'"6�s , I I / K I X 1 I I I INV IN O / SIDEWALK sr3 O \ \ CONC. SWK / \ I I l I I aB _ _ 3' (W) DOOR < I 1 I 1 8"BIRCH I I 3'(W)DOOR ) DOOR FFE=58899' I m I I / REMOVE I I \ REMOVE I I C CA I GRASS M ® FFESas.91' F(E 589 06i t n 11 1 I y.�,j\ , CURB RAMP �\ I I CURB RAMP '� a I 4"DEC. {'cry \ W/DWS I W/OWS \ CURB RAMP I I 588/ SDINLET W/GRATE _ \ \ 6"DEC. \ \ WiDWS t - TOP=58828' 8"pOGWD I 6"DEC. INV OUT=583.82'8"PVC 1 I I I I �O 'I \ 1111101 1 1 1 I - \T x 1' METAL C. I I 2 l i l h I I I \ \ / CANOPY COLUMN �7ayy� I I 1 \ \ 1 \ \ III &FRAME (Tl'P) \ / / I 1 I I I I I CURB k7AMP \ I I \\ 1°�•7C I h�� 1 I I I I MVES)NON. SIGN I / A I (Hues) v / w/pwS V 1 1 8"SYC \ 3'(W)DOOR \ 1+�_ A FFE-589.00' UFO---- 58P -----urnl r Co)62111 II I SAWCUT CURB DBL.DooRUFO VAULT $C� II O=FFE=' 3' (W) DOOR 3' (W) DOORV =53'(W) DOOR I1 FFE=589.03' 3' DOOR FFE=588.98' 9.01 FFE=589.02' 3'(W) DOOR 6'(W) DBL. DOOR FFE=588s4' FFE=589.00' 72"DEc. (3) 1 I I II I II I I II I II II I I REMOVE CLEANOUT 4" EC / DOOR DBE. DOOR \ FFE)589 00' \/ IIII II I II II I I I MHD FF=NOTMEAS. TOP M INV l1 MHS GREASE TRAP) NNERDROP CONNECTIONS REMOVE SANITARY LATERAL. INV lf TOP=587.43' 37w)DOOR / INVIr'DE-. 1 1I 11 \/ 20"WILLOw INVIN=584.5'(E)4"PVC FFE=589.01' cr.- m I I CON@. S1IEPs C. ly INV. OUT=583. 0'(W)4"PVC ) 1 h 1 I I I n BOr=580.67 SANITARY LATERAL TO REMAIN ] \ REMOVE I1 1 T11EADh, / 1 I \ LIQUID LEVEL=583.08' I I 70 ISERS 1 ) It 8" DEC ® SIDEWALK I / n I I I11 111 I 001 I Z / I 1 11 Q \ DEC. q N 1 I N \ I REMOVE I I I m I CANOPY 3'(W)DOOR 3' (W) DOOR FFE=589.00' I 3' (W) DOOR FFE=589.00' - 1 C y \w A 3' (W) DOOR \ FFE=589.02' U I I ti � � I i 1 O I I I l I l r 1 1 1 \\ m Vi 1 \ I m UTILITYMETERS W/ 1 / u-IQ� JJJ n \ FFE=589.01' \I /n I I I I\ \ \ \ \ \ ® I a I m I I \ CHAIN-LINKFENCE(HT=5) I I - - 1 3' (W) DOOR R/E PLAY EQUIPMENT 1 LOADING DOCK \ Y (W) DOOR FFE=589.01' y� o' \ \ \ \ \ \ I ! / I I I ° W / CANOPY CONE STEPS / \ 1 FFE=589.03' ' 1 I fl/ cT li�"" 10" I I 5 \\\ I II \ I I \ 3TREADS, 4RISERS sej\ \I l PLAY \\ I I 1 3' (W) DOOR X(W) DOOR 1 / AREA V I I I I I I FFE=589.06' 6' 1pV[r \ ° D C FFE=586 50' INV-- \ \ \ \ I \ INOPY COLUMN I ` CONC. STEPS CONC. �MpR 1 \ & RAME(TYP1 ���III��� s� 3TREADS, 1 3' W DOOR I \ 4 RISERS LLI \ \ FFE 588.99' LL I \ \ J \ 1 \ \ " I 8"DEc.\(2) \\ \\RlY\ 0 1 1 I I REMOVE ,' \ O I I (` - - \\ \ \\ \ \E\I I I SIDEWALK \ lvcsw . ® \12\CH m 1 1 I A \ V A A I I 3' (W) DOOR s'co \ FFE=586.54' REMOVE (CONE. REMOVED AT TIMEOF / POST 1 I I 1 \ \ 5/ SURveY) 1 REMOVE / / \ I II 1 18"BRAD ll'EA(2 I 1 I I REMOVE METAL RAMP / GOAL / \ 4 0� I I 11 I I I I I I CURB I I I I GOAL / I I 1 O I Yr'os' 1 11 IILL II 1 I I I ° I 11 \\ / / /REMOVE PLAYEQuiPMENT REMOVE /II}p/ REMOVE \ IO = I 2'"'DEc./' `\ 1 1 I I 11 I II II I 11 \ I © I\ I :/ w POST J ATHLETIC COURTS / I I- 1 1 00 I I - I I (ASPHALT) I 1 1 y REMOVE 1 1 I I "' MHS ya ) I I I{("y \ 1 1^ I I I I I I I I \\ I c2i1 I IX MOBILE ) POS TOP=587.52' S / INV. IN=581.14'(N) 4" PVC / / 1 1 I CLASSROOM / INV. IN=577 97'(NE) UNKNOWN ^III 1 1 1 I 11 1 1 I 1 1 I I I \ I TWOODEN /1 / INV IN=581.28'(E)4"PVC It 8"DEc. I 1 1 1 I \ 1 1 I I 1 I \ ��^ �� FENCE ti / � / INV. lN=579.55'(SE)4"PVC O I I 1 1 I I I 1 1� I 3' (W) DOOR 3' W DOOR 1 \ / / INV. IN=583.37' (S) 4" PVC / a I I I 1 1 I'"4+' ® 1 �� I \ _ ( ) 1 POST INV OUT=57787'(W)8"PVC/ Z O a U U) W 0 C) m N D) c\\I U) Y U) o U) U H 0 U) U Z Z Y LLlLu U 3 U < J H r RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 V.,p,LT13 ®FG 'J CRMG W. J. KOTARSKi } Lie. No. 0402048507 2/ 2V 2022 Ar J O I_L z W Z J LU a �7 W 0 Z W > 0 > Z F_ Z o J a� 00 Z < L W co I 11 5� G < Q. U Z W0-1 j >01 a- ry SHEET C2.4 E C C NO 1 3 ■ 4 5 I I I 0 10 11 12 3 I 5 I 7 I I 10 11 12 J H G F E C TOP=580.99' / / \ IL I I I \ \010"CHERRY I � L INV. 1N=578.66' (SE) 8" RCP / I I I 1 pz \ \ \ \ a £'ers' INV. OUT=578.58' (NW) 15-RCP \ I I I I 1 \ \ I \ \ m 6" MAP E / I 1 12"DEC. 12" CREPE 3' (W) DOOR ------_--- RCP FFE=589.02' I I r- I I / 3' (W) DOOR I I I \ O ! n 1 FFE=589.06' 24"RCP h� I I I \ � / INV.=57563' I "(�"La6"DOGWD SD CURB /NLET W/MHO \ I 7 [,+Ls•' I TOP=581.63' I \ B 6 o \77. o O INV. IN=57734' 15"RCP \ '� p C o d INV OUT=57712'24"RCP hQ^/ \\ I I` \ /,5��p� �m co c0CP /I , III I II / / c a "DEC. O 6"DEC. (4) 3' (W) DOOR Z ' FFE=589.05' I 10" CHE RY I ® \ L - / I / / o I II 3' (W) DOOR B SCALE 1 "=20' FFE=589.01' Q G) co v D y I m I I �I II COO c. 0 20' 40' \L m I N64015'57"W 1 s (W) DBL. I 3' (WJ DOOR / \ O I 12.00' (j I IA I I 1 FFE=589.05' DOOR iQ - \ �g 7 j7 FFE=589.08' C 1 /_1�' I I ® Hs_ KEY PLAN m I I \ STATUE / / ) / I I I I NOV. IN8580.79' (SE) UNK. MATERIAL L I I \ \ \ / / / a I 6' (W) DBL. DOOR D K I G ^ / \ 1 \ / / / I / I m I !.'� RAMP W/ ® NV OUT=580.43' (SW) UNK MATERIAL FFE=589.02' FE 9 I \ • �y/ \ l > \ \ Q o n: (B� \\ \\ \\ // 8-DEC. // ti / O \ \\^((/ \\ \\ = I EA'.\ 15"VIRGIN/A I ¢ MHD \ \ l7 \ \ \ \ ;0 G i \ I \ POW�I EASEMENT \ \ 3 I ti \ @ MULTI -LEVEL TOP=588.83' D p \ OB. 1096 POJ\9 \ �I MASONRY, BLOCK& FRAME INV /N=57703'12"STEELD \ l \ \ \ INV. OUT=57726' 15"RCP \ \ \ \ v O \ \ I \ \ \ \ 4, qEC \ / ® SCHOOL FACILITY SD INLET W/GRATE BOT.=576.97' j� \ \ \ 4"CHA Js .� \ \ \ I / I I I I MOUNTAIN VIEWES. INV. IN=58 37 88PVC ro 0 Z \ If }-� (1757AVONSTREETEXL) O = C&G \ \ \ \ \ '2 f`as+ I _ I 3' (W) DOOR INV. OUT=582.92' 12" PVC p p�1 \ ZR.cf „I I FFE=589.02' 3'(W)DOOR \ EP \ \ I I FFE=589.04' 3' (W) DOOR 3' (W) DOOR l 1 \ \ I FFE=589.03' \m®� MAILBOX AILBOXI II bI®I1II1\ If W^ AI TP 'ER¢¢¢LyyyINE✓I_ 6B-"\fC.H'ER�I I RiI Y/\1 88 / - ❑\ N A- p l SI\ a FFE=/ 58„9I I .0 4' In EASEMENTFORACSA I \-n2 ' 5 FFE P'((LW/ A) /D O/ /O/ R DB. 1132, PG. 751 Z GRASS 12" ®/ , � 1 \ \I/f / /I n� / / I I l/I I II 5_ I8 6 I / l\ I - \pmCm� / \ Wa \\ I \f0"NOEL_ "`---_ /m >DB. 1096, PG. 733 �T,*ACREPE9"CREPE(3) a /1 / CONC. / / � y0IIII I /I / / _ -4 MOVE EX. 20'SEWER E\A EMENT 3'(W) DOOR DBL. _I ASPHALT DOOR CQNCSWK II LIGHT FORACSA FFE58.05FFE586'(W)DBL.Z POLE OR 1132, PG. 751 8'CREPE DOOR EP 8"DEC. FFE=589.00'0m 0 GONG.. it 0 SAWCUT m CONC. SWK SIDEWALK O 3'(W) DOOR G 8"e/RCN 3'(W)DOOR 3'(W) DOOR FFE=588.99, m REMOVE REMOVE C� GRASS FFE=589.01' FFE=589.06' CURB RAMP CURB RAMP4"DEC. W/DWS W/DWS CURB RAMP c-568SD INLET W/GRATE 6-DEC. WOWS 8' O 8^pocwD s^DEC. INV. OUT=583.82'8"PVC 1 CANOPYCOLUMN � BRICKNONSIGN CURBk4& FRAME (TYP) ISM � (MVES) W/pws 8"SYO 3'(W) DOOR FFE=589.00' UFO (CO; I 61(t) UFO UTILITY TOP SAWCUTCURB OBE. DOOR _I VAULTINV._ FFE1' 3'(W) DOOR 3'(W) DOOR )DOOR�_\ 3'(W) DOOR FFE=588.98' FFE=589.01 FFE ,03' FFE=589.02' 3'(W) DOOR '(W) DBL. DO FFE=589.00' FFE=588.94' 12" DEC, (3) REMOVE CLEANOUT 14"f?ECI 6'(W ) 3'(WDOOR I DBL. DOOR FFE=589.00' FFE=NOTMEAS. MHS (GREASE TRAP) W/ INNER DROP CONNECTIONS REMOVE SANITARY LATERAL. 8/ y1I2"DECzs"waLow INV. IN584.5' E 4"PVC FFE=589.0V SANITARY LATERAL TO REMAINC. INVOUT=583. 0' (W) 4- PVC 1 1(0 BOT=580.67 REMOVE LIQUID LEVEL=583.08' SIDEWALK8'DEC (Do DEC. h REMOVE CANOPY 3'(W)DOOR I 3'(W) DOOR FFE=589.00' 3'(W) DOOR FFE=589.00' FFE=589.02' 3'(W)DOOR UTIL/TYMETERSW/ LLl FFE=58901' RCHAIN-LINKFENCE(HT=5J 3'(W)DOOR LOADING DOCK �E PLAY EQUIPMENT 3'(WDOOR . W/CANOPY FFE=589.03' CONCSTEPS 3 TREADS, 4 RISER Y 3'(W) DOOR 3'(WJ DOOR REA FFE=589.06' FFE-586.50'6pVy 1'METAL INV.= .cO'\\ CONC. CONO I 3READS, &RAME (TYP) ARMOR4RlSERS FFE=58899'I \REMOVE8"DEC. 2) \ \ Q SIDEWALK ® ;\HE\\\ () DOOR 6CQNC. SW FFE-586.54' REMOVE (CONC. REMOVED A TIME POST I\ I8"iRaD REAR REMOVE SURVEY) REMOVE YFTAL RAMP GOAL GOALCURB / REMOVE PLAYEQUIPMENT MOVE REMOVE THa 1II I I 1I1 OALEoURTs2"DEC/ PST (ASPHALT) REMOVE �MHS MOBILE TOPCLASSROOM Pas INV 1N=581.14'(N) 4"PVC // Ile�S INV. IN_5779T(NE) UNKNOWN TWOODEN INV 1N=581.28'(E 4- PVC 8"DEC. FENCE INV.1N=57955'SE 4"PVC T 14- PVC / 3'(W)DOOR 3'(W) DOOR INV. OUT=57787(W) 8"PAC FFE=586.53' FFE=586.53' POST E METAL REMOVEI �\SPtlSTEPS / , ELECTRIC VAULTm WIGINDINc_ - - - - - REMOVE REMOVE SO RATE/N POST TOP=57 12' " --REMOVE POST I _ _ CHAINLIIZKjHT�1r GOAL GOALINV. 1N=569. '(N�),fi" INVOUI1,571- SAWCUT CURB --- - - - --- _CDPCSWK I I 6'CONC. SW REMOVE SWINGS 9{ REMOVE "svc KTER V,U MHS MOVE SD GRATE INLET T18RC EREMP INVOUT=57880P_2P TOP =573.23' LIGHT 0'SANITARY AINV. IN=56655'(SE)8'PVC 00117 POLE UGP INVOUT=566.10'8"PVC FOXACSA GP- s"�EC. 585, 55. / rRA 8DECOB. 1096, PG. 733 (9 SPACES) C CES1 (S SPA P IX II II ,II _ 1 I / 1 � \ \ I >G SAWCUT CURB -x- J, MHS M/ , U" �- �� - - - - _ O� I v - _II- - 0� / / ASPHALT uF I / TOP =564.24' / /� - � -/GL �- ._ � \ \ --� - I ` � � SAWCUT CURB / EP INV. lN=55701'(E)8"PVC_ SAN -\ S //� -�Cp \"\ / Il �GiOO \ �\ \\ \ \\ _ / I / /S \ J ASPHALT INV. OUT=5570T (S)8"PVC �__-SAN / / N --$y�-0i ��� / SAWCUT ASPHALT 8" I I 515 \ / �� \� / / �\ \ \ \ \ \ 8„-- sAr� \ (14 SPACES) / I I (8 SPACES) I tom, �IP+�/ _ 6"DEC. (2) Q� , 1 I � / of ) / I I (11 SPACES) -584- / 12-DEC, I l _ �\ \ `' \ I\� _ CONC. SHED I \ -58 / / J W yeti Y (11 SP;' PRESUMED LOCATION OF / / I 1 I ) / \ \ \ I O P •�/ / CQNC. (CURB C TJ / / I UNSPECIFIED SANITARY , l / \ \ y �� c v EP I P _ 9ctt (CURB EASEMENT FOR CHARLES L. HILL i / / / I --� ! OF / 009FENL� ®® - - - I - - - AND DONNA M. HILL O�/ != l \ -- ---- Z' / �/ / / I X I /// III II( I / -/ >�/• =OFO� - - _ J_ / � / - dF �oeS='Seaas__- "5 85\ \\ / I l C/ &G DB. 1103, PG. 694 MOVE SHED \ aINVIN=575 10'(NE) UNT --�� -�EC. CONTAINERS (2) ==C&EoPGlNV IN=575.20'(W) 8" PVC 4"DEC. (3J -581- -6° B' PINOKCHA/N-LINKhVV_0J1T_574.7j'EIVC_ I c -t FENCE, HT=5' MHD Z' O / I / / / G TOP=569.35' �� X / BE Lv1APLE- _ _ = _ _ _ _ G INV. 1N=564.20' (E) 15" RCP / / / _ - ---- - _ G _ INV. OUT=564.20' (W) 15" RCP - - - - / � � - - \ --A G �\ 1 � �X' I� - i _ 6" PVC __GRavEL - ----- - - - - - -- -Ily \ \ \ ) \ \ - - ` 589,\ T I ! / \ \\\ -- _--- _-- ��_- �,�--_ - _ _ - - _ --- I -580�///ROCK-`-- SO CURB INLET Z \ - _ - - - - _ TOP=572.16' ' �570- ,\ _ INV. IN=568. 11' (E) 15" RCP _ _ - - \ I f h \ , / ( / \ INV. OUT=56781' W 15-RCP - I \ 1 / / PRESUMED/APPROX/MATE ( ) h ' , T - \ / / / LOCATION EX. 20' EASEMENT If D X� \ / / / / / / / - _ - / / I I f / / FOR CENTRAL TELEPHONE / / / / f / COMPANY OF VIR6`1N/A _ / \ DI 5q8, PG. 395 \ / _aD MITI �x Z O H U U) w 0 Cl%j CO CD � N O) c\\1 U) Y Uj CD U) U � LU U) U Z Z Lu LU O Q � O 0 w < J H 11111100I RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 I J CRAIG W. J. KOTARSKI A Lie. 2/ 20402002$507 x J O z LU Z J uJ J Q Z 0- LU � Wr O Z zo J Q w 0 Z =) Q :E 2 w w Q 0 U Z w O Q 0-1 a- ry 0 SHEET E C C NO 2 I 4 5 I 7 I 0 10 11 12 C2.5 1 3 I 5 I 7 I I 10 11 12 m H G F E elm m � I \\ 10"CHERRY I\ O I n I I I / 10" CHERRYrn C it II � I I I Q 110" CHE RY � I II I� i I I I I I IA I I I m I Rf 4 RAMP W/ \ II I I � \ ¢ \ \70"HOLLY \ EX. 20' SEWER �-A\SEMEN I I FOR ACSA \ Cn� 8"DEC. 3'(W)DOOR FFE-589.05' 3' (w) DOOR 2q ,qFP FFE=589.01' / /v//_ SCALE 1"=20' GRASS 1 1 1 1 1 �\ \ 1 l 574.55'1 3'(W)DOOR \ m 1 \ 1 1 REMOVE FENCE CONc \ I �1 1 I I llocKAqMOR /' 0/ 0 - 20' 40' FFE=89.03' \ / I 1 1 \ I I / / / / / / / ) 1 1 TMP 91-13 24"RCP 1 I5(W)DBL COUNTY SCHOOL BOARD OF 3' (W) DOOR 3' (W) DOOR DOOR FFE=89.06' 3' (W) DOOR FFE=589.05' 3' (W) DOOR DOOR 08' ALBEMARLECOUNTY, VIRG/NIA FFE)DOO1' 3 DB. 1033, PG. 313 FFE=568.99' ZONED; R1 . IOU 80.79'43') UN MANK MATERIAL 6'(W)DBL. DOOR FFE=89.02' �560 MHD MULTI -LEVEL TOP=58883' INV lN=577.03' 12"STEEL MASONRY, BLOCK& FRAME\ SCHOOL FACILITY SD INLET W/GRATE INV OUT=57Z26' 15" RCP //\ \ \ 4� BOT=576.97' 4`CHA)NL NK MOUNTAIN VIEW E.S. TOP=587.82' 1757AVON STREET EXL INV 1N=583.37'8"PVC 3'(W) DOOR INV OUT=582.92' 12"PVC l/ \ \ \ \ \ \ \ `\ _ - -_� _- \ \ FFE=SB9.02' 3'(W) DOOR - FFE-589.04' 3'(W)DOOR FFE=589.03' 3' (W) DOOR / l 1 FFE=589,04' 12"FFE=589.03' - 1 I 1 \ �� - _ _ - _ - - - Y(W) DOOR ® GRASS / 1 I --__ 1 II 1 3"CREPE (3) I 8"CREPE `Il'-___-_-_ . _ __________ if CONC ( ) DOOR6'(W) DBL. I FFE 589.05' i 6' /Wl DBL 1 II I 1 1 / / \ \ \ X \ \ ` DOOR CONC. SWK II II FFE=8904' REMOVE a ® GRASS \ \\\\ \\ I\ I I STORMWATER INLET ' / % �' / / ,' / / / /N \ AND 8" PIPE REMOVE 4? y1a^L\ \ MOBILE\\ / / ' / / / O?' 1 \ \ "12"BIRCH \ CLASSROOM \ \ I 1 / 12" CREPE 3' (W) DOOR FFE=89 02• 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR FFE=58OO FFE=589.05'3'(W)DOOR GO MP REMO\' FFE=589.06' FFE=590.46' \ FFE=589.03' DOORI FFE-189.04'MP \ \ \\ \ \ / M{/lD6"DOGWD �\TOP=5H2.72/SO 1.5'X 1.5'GRATE �NDL \ .1 I I INV. IN=57623'(3W) 15"RCPTOP = 588.15' AoEThuL \\ 1 1 / V. I =57 . f0' W 15"RCPINV. OUT = 587.56' (N) 4"PVC \ S \A/R\ \� cp_ \ \ I I I /NV JN=5 .23' �N) 8" /YVC i'pya \ \ \ \ \n\ \ \ I I l INV OUTr-576,32'24'%RCP BOI.=57b.93' / I LVIVL. / -gti4 ,•--V._ --2-._ \ 0 SAWCUT / \ \ \ / � , I I m ! x I I I I ( J I cHAINUNK(Hr=4) t \\ \\ \ 1 1 1 1 f / I /NV. IN = 582. f0' W 12" STEEL \ \ \ \ \ \ \ I 1 I 1 1 1 I \ \ 1 1 1 \ SIDEWALK s88 i0 O I \ \ \\ \ \ \ INV. OUT = 581. 0' (NE) 15" RCP \ 3' (W) DOOR < I I I _ ® 3' (wl DOOR FFE=58sss' A n C C�¢ GRASS / ® FFE=589.01' FFE-589.06' Z / / 37w) DOOR I CURBRAMP _588 ❑\ SDINLETW/GRATE w/DWS I I f - TOP=588.28' 8., OGWD I I I I I I I I I I I I I 11 11 I I I I I I I 1'x 1'METAL I C. 6^DEC. INV OUT=583.82'8"PVC � � � �x h 1 I I I � I // / \ \ I I I I I I I 1 I 1 / CANOPYCOLUMN �.i &FRAME(rY�g� P) \\ A DOOR F(E) 8s 00' I WOOD IPE ' s' (w) DBE DOOR _ FFE=89.01' 3' (W) DOOR 3' (W) DOOR 3' (W) DOOR ' N FFE=589 03' 3' (W) DOOR 3' (w) DOOR FFE=588.98' FFE=589.01' / DOOR02' FFE-589.00' FFE=588.94' NOUT �II IpE/C/ 6'w) '(OOR (R E=5I II II II I I I MHD FFE=NOTMEAS. TOP=588.53' I I MHS (GREASE TRAP) W/ '- - I I I I I ININ= (SW) NOV MEAS. I I I V. NNERDROPcoNNEcnoVs REMOVE SANITARY LATERAL. INV. 1N=582.54' (NW) 12" STEEL TOP=58743' 3' (w) DOOR INV OUT=582.3215 /� \ / I I I I I I 1� INV 1N=584.5' (E) 4"PVC /\ FFE=589 01 • , ' I I I "RCP INV. OUT=583.0'(W)4"PVC SANITARY LATERAL TO REMAIN , I ONC/PS 10' BOL=580.67 I REMOVE I / I 1 I I I I I I I I I I I I 1 1 I I I I I I I III I ,,Cp. STE \ LIQUID LEVEL=583.08' ® I SIDEWALK 70T�ISER Il METAL STAIRS W/LANDING DEC. REMOVE .\`. � I I 1 II , II I11 '11 III III I \ I CANOPY X(W)DOOR 3'(W)DOOR h 7V f \ -580- FFE=589 00' I 3' (W) DOOR FFE=589.00' \�\ A FFE=589.02' -FFE=58DOOR UTILITY METERS W/ ^\\I EPLAYEQU/ EQUIPMENT CHAIN -LINK FENCE (HT=5') 3' (W) DOOR R + wAcDING NODOCK /-- \ I 3•(w)DooR FFE=589.01' I /' I I I I I I I I h I o 10" COO STEPS FFE=589.03' v I I \ 3TREADS.0 ST `sew \ \ 1 / PLAY \ I I I I 3'(W)DOOR 3• W)DOOR 1 / AREA \ I I I I I \\ I I I I I I I I I I III I I I I I I I I I I I I' / / FFE=589.06' FFE-58650• l l l \ METAL PYCOLUMNI \ CONC. STEPS CONC. I n ME(TYP) ���III���"' TREADS, C\ 1\ 3'(W)DOOR / IY' I I 11 11 / 1 y I I I I I I FFE=588s9' I EP I I \ \Y x 1 I I I I I I REMOVE / SIDEWALK \ \ ' ®I, 3' (W) DOOR \ F CONC. SW / ' I I \ 1 I I I I l l l l ' I, I I I I I r, I I I l l /'/ / FFE=586.54' REMOVE I I I I m GONG. REMOVEDA T STIME OF URVEY) I REMOVE POST I y' it MOBILE I I \ M TAL RAMP I' GOAL / GOAL I CLASSROOM REMOVE PLAYEQUIPMENT ( \ I l I , I ' I I ' ' \ I I 1 I 10 1 ' I I REMOVE REMOVE IL f ATHLETIC COURTS / I I +I POST iREMOVE H MOBILE I - (ASPHALT) ' I ' I t Ix MHS \ I I I I POS - TOP=587.52' / W I / I I I \ 1 I I I I I CLASSROOM INV. IN=577. 97' (NE) UNKNOWN / / I I I \ 1 I X IN1N-581.28'(E)4„PVC \ TWV FENCE I' ti l I I / // INV. 1N-579.55'(SE)4"PVC Il/ ll !l � l ll ll ll lI I 3' (W) DOOR 3' W V DOOR !NIN-583.37' (S) 4"PVC f I I 1 I l FFE=586.53' FFE 58653' 1 / POST INV OUT=577.87'(W)8"PVC/ l l l I l l I 1 1 I ll II 1 I II I II / II / I I \ I �\ I \I REMOVE SPN METAL STEPSeft J ( I/yr -_� ----W1�EAAONG - -_---- REMOVE /REMOVE s^DEC. (z) ELECTRIC VAULT POST H� w/ AN _ - - -_-= POST SREMOVE GOAL -- __ CHA/NL/NK87-77- GOAL I I UT CURB 6CpmaSWK II 6'CONCSWMETAL DECKREMOVE REMOVE SWINGS I l I l 1k �p / & RAMP / s v l4 TER J.4 UL T / / ' \ \ LOU - /I SO GTOP 5B4L35' / / _ UGP / P 8 c� I I\ , / I I I _ // l l l I l , l l l l I I I 1 I Y I Q N J v \ / I I / // I \ INV. OUT=578.80' 12"RCP - -� - UGP� I TRA FokME 6'�EC. I / I I \ ( / -585- i - EP / l / X I l l / / l ! , l ! / / / /l / I /I / / , I 1 1 ' , I 3 2 I I I I I I / x l J I (9 SPACES) w/ O C. (2y ASP CES L-/ I I_- o\ / P X I I I CONc. l ' I l l l l l l 1, / l ! l I I I l l' l S RAMP ) (5 SPACES) �t 1 l l l l 1 I �< / SAWCUT CURB �- / �I1 EP - -X-- 0/ I I ` ASPHALT / pF SAWCUT CURB / / \ / I I I ASPHALT / EP 114 ) / / P LE SHED/BLDG. / I I , I I I / III I I S�,N I / / 11 1 I I I I SAWCUT ASPHALT / (4 SPACES) REMOVE / / / IIU (14 SPACES) I / / " / ASPHALT / _ � I 11 1 / � - -_ � // i/ -' I (8 SPACES ) (>1 SPACES) \ -584- _ J 16^DEC. (2) g`5/ / T^ a/ / EMOVE / l/ ' 11 I l l I I I I I I i n\ 0 3 POSTS /5 / II . SAWCUT CURB / / x I 1 1 1 I I I I I, l I I I ! I I 1, I I I I I 1 / ) / I I I I I y , ti (11 SPACES) ° I I I I I I I I I I I l ' I I I ' / 1 1 / I I I W II // 0 // 1 I 1 I l I I x l NC. SHED � / l I I III I ' O P ROCIf MDRB C T - / / I I / / / / / / / / I I I / / I coNc / I REMOVE / I I I I I I / / I ( ) CONTAINER BOX P �-1 EP - -� v ' 11 ' I l I I l 1 �- 6,.VC / /-\ I / IN-578.23' �{"p�,' I I l l l l SHED - - - - - - uf- =58425 - - Q _585� \ C&G - _ - - - / / EP / URB CU "u ( J - - crtr' - -f"DEC. CONTAINERS (2J i - - _ I / / / , l l / I l l l l l I l INV 1N-575.10' NE UNIi.' / 1 1 'rR -_ - - INV 1N=575.20' (WJ 8" PVC _ - \ _ �. _ - - /�y / / / / / / / l I / / l / / I , / / , l , I I , - IM6LOilT_574.7_5'P_VC_ - ` - \ CHAIN -LINK - - -_ _-=s===== =====T='(_____- - _ OCK --- \\ I 4DEDr3) ( --- _561- ___----- s---Q _ c&G _-------�- - - FENCE, HT=S' / / a Q - - I I _ +'�'� ARMOR --� ��--------'I+-�.- _ _ --_ / I 1 / l l/ /l// l III I l I IIII l//� 1 I I I _ QDEC. (4) p 1 1 / l I I / -581-- - - \ / _ \I _ 1 1 / IX-7: U _ 1 --\ \ 1 -- - _ _ LL ; _ GRAVEL ��i - - - - - - - - - - - - - - - - - - _ - _ - SOP=581.89 �X� /h CH,4?A-LINK _ 1 / ` \ _ - - _ _ - - - _ - - � ' _ - ' � ' � - - - - - - - - - _ - - INV lN=576.35'(NW),9"eVE - - � � / / - - _ FEfV�E(HT-4) / l - - - \ T- _ I / t \ \ - _ -580/ _ _ _ - - _ - _ - _ _\ - _ - INV IN _,G ,(NEJ42_RCP- _�_ X�� INV y75, /- - - - - - - - - - _ - _ROCK - - ` - _ INP IOtt75A?44'(.aW) 15CRGP_ _ _ _ _ _ _ _ _ _ _ _ _ _ �X� ARM -575- - -- ----- - - - - ------------------- - - - - -- - - - PRESUMED /APPROXIMATE - \ - - - - - - _- --- ----- ------- -- ----- --- - - - ------_-_-_ _-_-_/ ////// IO. , \ - - - - 15"RCPWHF€S- - - - - -570- - - - � - - - - _ - - - - - - - - - - - - - ' / / / h LOCATION EX 20' EASEMENT \ / " FORCENTRALTELEPHONE / / - - - - - - _ _ _ - _ / / / o d - - JNY.373.63 _ - - _ _ _ - / ( \ COMPANY. 35R6/INIA / -_� - _____________________ ___________________ --- I \ OB. 5�8. PG. 395\\ I /��� _ _ _- -- - -- - -- -- -- --- -- - - - -- - -- -- \ \ /' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- /------ - - ---- -- --- - -- -- - - -/ /---- - - - - -- -- ------ - - - - --------- - _/' - ------560-_- - ------- - - - /_ / / - - - - - - - - - - - - - - - - - _ - _ ---- - ' / _ -555�------- I _ _ - I l l l 1 7Yr, l �77 X� Cesar --------- KEY PLAN O m N D) i\\I (n Y U) o U) U H 0 U) U Z Z Y wLu U U � Q Lu Q LLLI 2 0- 0 Q U J H L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 I ^0 CRAIG W. J. KOTARSKi Lie. No. 0402048507 2/ 2V 2022 x J O z LU z J LU J Q Z LU 0 L\IJ r Q Z z o J Q� O zG W I11 IQ. I.J G U Z W O Q 0-1 a_ ry 01 SHEET C2.6 E C C NO 1 3 3 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 1 11 1 12 J H G F E D C B A ill MV/N/TyphgSF V� `C SCALE 1"=40' 0 40' 80' o E mo N U Q -0 a3 O I� N 0 3 m � s U M OJ • • O N O • z N • Y M • f) X O L Q N � r O V N LC �A J C Ol R rf Wv v M d � � J O W t0 ~ N e0 O V d (14 0) f- U7 N Y U7 o v7 U 0 H U) 0 W Z Z Y LU U_ O w Q w Q W 2 O a 0 0 0 I- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 y�CFt57, CRAIG W J. KOTARSKI Lie. No. 0402048507 2/ 2V 2022 .r_ J 0 0 2 U � Q Q J Z w w JZ a O w� >- �> Q w_ J > Z J Z U Q Z LU Q w0 o LLI m Q OG H U W 0 Z O Q 0_ SHEET C4.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A i \ TMP 91-1D I I I DOMINION CRANE & RIGGING, INC. DB. 1237, PG. 594 ZONED: LIGHT INDUSTRY I I 1 r CP 'El K- lift �6� E3f'UI \� (7nl I I I 1 IT I 1� II / I I I I SYSTEM#2 I N I I n u a I \ \ D I m 10 10 m I — Cleo CURB Cu7 TMP 91-13 m I R3' CG 2 I° l COUNTY SCHOOL BOARD OF ;R3' s' I I� I ALBEMARLE COUNTY, VIRGINIA O ii C I 6 I o I ®® VHS DB. 1033, PG. 313 ° ' ° I m (F I I TOP=587.61' ZONED: R1 \ INV. 1N=580.79' (SE) UNK MATERIAL SAN. SEWER CONNECTION 22.50 HORIZ. BEND < I I O R27 O I INV. OUT=580.43' (SW) UNK MATERIAL 5' . O o N I 24 I I I I V G " I POWER'EASEM� CG-6 v� 0O D D DB. 1096, PG. 739 5' C O i t[�'Co�, o I I I ® a Z�� o Z=7 N I C&G °O\/\ 20\� %n EP m cn � MAILBOX EX 20' WATERLINE m I EASEMENTFORACSA I I I I [C, 2� DB. 1132, PG. 751 �I OB. f09Q PG. 733 I a _ _ _ _ _ m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — X I I CONC - --- 450 HORIZ. BEND \ EX. 20' SEWER EASEMENT m I I ASPHALT I CONC. SWK II ZDB, 1132, PG 751 FOR ACSA I 114 m o I EP NT R15 R��' IIpE TO SIDEWALK A� BRL INGEST OI OPY ® �� ® 11 I j I i/I o E Mo law N N y� Q C > O E v E V 3 3 "0 V M W � • � O N ♦ Z N 7 a N of O m N O) N U) Y CD (n U H U WLu Z Z Y Lu _U 1-- O U) Q w Q rY w Q 2 C) 0- 0 C) U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 CRAIG W. J. KOTARSKi Lie. No. 0402048507 2/ 2V 2022 x J 0 0 U Z Q Q J F--- W ~ LU J Q z J W 0 W_ r 06 z O U J D 0 z< = :E / 0 00 Q J U Z w O j Q 0-1 d rY 0 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 10 1 11 1 12 J H G F E D C B A lit 1_ W-01 A o Z \707 p m \ \x � _ x _ 0 E O 0 lawrn N Q C > O E v E V vwi ; 0a 0 3 U M W � • � O N ♦ Z N 7 a 5 x O U) LL J � In C O O N _ �7 M a a � J O llJ �O ~ Z O a U U) w 0 N of O m N O) N (n Y o (n U H U WLU Z Z Y LU _U H O 0 Q w Q O' w G 2 IQ d 0 C) U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 7( J CRAIG W. J. KOTARSKi Lie. yY 20o22$507 x J O O U CO Q Q J F--- W ~ W J Q z J W W_ r 06 z O U J D 0 z< = :E / O o0 Q J U 0 Z w O Q d ry 0 SHEET C4.2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 J H G F E D C B A \ o CONC. UNDERGROUND \\ \ DETENTION \ \ SYSTEM #2\_X�\ _ W R20' 1 — \ DROP OFF AREA -C7 o ITIE INTO x I -x77 _ x LEGEND: LIGHT DUTY ASPHALT - HEAVY DUTY ASPHALT CONCRETE SIDEWALK MILL & OVERLAY MULCH \ \\ SCALE 1"=20' 0 20' \ / 40' W000 PE ■ r X o E M O N N y� Q > O E E v E V 0 3 m� U M W � • � O N ♦ Z N 7 a x O5 n¢ � LL J � Q40 C O+ O N _ �7 M a a � J O F- ,O ~ N of O m N O) N U7 Y �o U7 (n U H 0 U WLu Z Z Y Lu _U 1- O 0 Q w Q O' w Q 2 IQ d 0 Q U RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 i�e,NLTIJ 0 Q CRAIGW 7.KOTARSKI Lie. No. 0402048507 2/ 2V 2022 x J O U Z Q Q J F--- W ~ W J Q z J W W_ r 06 z O U J D 0 z< O o0 Q J U Z w o a 0-1 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 1 3 4 5 I 7 I I 10 11 12 J H G F E D C B A =1\ TMP 91-1D DOMINION CRANE& RIGGING, INC. \ DB. 1237, PG. 594 \ ZONED: LIGHT INDUSTRY a `' \ \ \ \ \ \ \ \ \ \SD INLE� fa//GRATE\ \ \ \ 2.9'X 2.5' \ \ \ \ \ \ \ \ \ \ / \\ic \ \\TOP=586.84' \\\ \ \\ \\ \ \\ ��� \\ \\\ \\ 6Jr� - d� \ \ \ \ \ INV. OUT=584.39' 15"R�'!Z \ \ \ \ \ \ \ \ \ \ - low \ SCALE V=20' I> �\ - - - - - - \\- MHD TOP = 585.73' / \T \` INV. IN=583.08'(NE)'syK RCP SCB.64� \ \ \ INV 1N=583. 13' (E) 15" RCVS ♦� - - \ \ \ \ \ \ \ - _ �' \INV OUT=583.0'15"RCP / ; \ 11 �\ \ I \ ,�S� \ \ \ \ \ \ \ SD INLETYN/GRATE \ ` �595- 1\ \ \ T 6.30' 6 \ \ \2 5' x 2.5' \ \ \ \ (CO)6"PVC \ l \ /� \ t \I \ \ \ T'DPL-58732' \ _ - - - - - - - - - - - - \ l \ I TOP=58572' //` \ \ ' I TC I .3, ` INV. IN--985.20' (SE) - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - INV.-579. II \ 587.38' TC _ -------------- ` -584' \ 1 �0 11 SgS\ �, 1 11 S8S TC 38�00' ` ` S. / INV. OUT = 584.93' (NW) >5" RCP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \_ - - - \ �d2 587.45' I TC 89� \ - - - - - _ \ T \ - - - - - - - - - - - _ \ \ 11 6"PVC \-.T286_65' �` 588.46' TC \ "mE.,J/' ' - - - - - - - - -590� - - - - - - - - - \ - _ _ -- (CO) TOP=585.79' - - - - - --z -___ __ ___ 588.97' / ____ _ __ _ _ _ ___________ -_ I 585� ------ ------------------------- ----- -- ---- - - - - - - - - - - - - - - - - - - - - REROUTE EX. °\ \ 584-Mw.=579.94 \ - - q�------------------ ----------- ` -- -~ I 201 T4' 58 . 15"RCP - - - - - - - _ 1 6" PVC TO / �r \ fl86.73' \ 588.44 \ - - - - DAYLIGHT TO / I I - 6 . - - - - - 5 TC TC POND =5 2' \ $8$ 85.58' 585.74' \ \ \ \ \ \ rt0 \� O I - - w- VDOT STD CLASS Al T TC ' ` \ ` \ w- - - -w- 5 d \ BROWNSTONE RIPRAP 84.14' \585.05 \ \ \ \ \ \ \ \se8 WIDTH 1 = 3.75' \ a WIDTH 2=9.25' LENGTH = 8' \ I I / 583.28' \ \ \ \ \ \ DEPTH = 18" \I / / / / \ \ S84 \ \ \ \ \ N. \� \ \ 589.01' 589.01' BROWNSTONE RIPRAP CHANNEL FROM CURB CUT TO BROWNSTONE 1 > I \ \ \ \ \ \ ` ` I ` GRAVEL FLOW Q \ s6s.or I / I SPREADER (TYP.) I 1 I ` \ _w] N. bry / DPY POND \ \ ® a102 I �• �\ - \ \ I / � _J589.01' 1 \ \ t/ 581.87' 1 \ \ \ \ O \ \ \ I 4Q4 I 5 8.75 \ UNDERGROUND _ 1 583.3.1' \ ---------- ---15„RCP 1 I 408 \ 1 \ \ 1 \ // DETENTION f- 11 I / I Q 589.01' SYSTEM #2 24"RCP �_--_- I 2 �1 1 O r I \ \ I / ® \ \ \ Lo INV=575.63' I °moo I I I / \ \ \ 1 / / M14D TOP=5&2.72 / EX1 I1 \ I \ I o I / SD CURB INLET W/MHD / I �I 1 \ \ 1 I F'py� 1 / SD 1.5'X 1.5'GRATE \ \ 1v�1 1 I I I IMV. lN=576.23'(,SW) 15"RCP TOP=581.63' N 1 / I 1 13 - •r� I I TOP = 588.15' \ \ I I IIVV. IN-57 .10' BW) 15-RCP INV IN 577.34'15"RCP \ NV. -5 .23' (N) 8" IFVC INV OUT=57712'24"RCP 101 I I 1 O ro �' / / ' INV. OUT=58756' N 4"PVC in' \ I I _ 1Co \ \ BOt-57.93' / \ II \ INV OUT-5761.32' 24'%RCP I / QQ lA^!=574. 55'1 1 412 589.01' \ 1 1 1 � \ I 1 1 2 Ri P 1 I 58"0' 1 1 coo 582.76' / TC 1 I 1 589.01' 1 11 15 RCP ` 24 RCP 1 / TC - - 584.73' _ \ \\ 582.33' 584 TC // TC TC I 1 I I I I Ip 1 11 \ I / 584.43' 585.04' 11 I 1 I \ 480 5TC 8 `\ 583.1T I I I ¢ MHD \ ' \ TOP=588.83' \ I \ SD INLET W/GRATE INV IN=57703' 12" STEEL TC \ \ TC 1 I I I ® TOP=587.82' INV. OUT=57BOT'S76.9� Z// \ 583.83' {Aer��^4z,.90' .� INV 1N=583.37'8"PVC \ a 7 /' 1 *0 I INV. OUT=582.92' 12"PVC O _I �--I � \ \ 584.74' 1 // 1 �\ \ \• \ 12 II 51g� \ I um \ \ I I \ II II I 1 1 MHD II II I11 / 1� TOP=S \ " / ° \ I \ \I I I I / I I ` \ ' ® I / I I QI / I INV IN 585.73' TC ® 58fi.23' \ II -SBB I r \I INV. IN NV O o \ 586.06' 587.1`T II - - - - - - -a - - 586.54' / I II _ \ \ \ \\ S I 585.57' \ I II I I _ TOP=588 28' a 1 � D INLET W RATE C \ / 587.14' I I r / I - I 1 /NV. OUT=583.82' 8"PVC I I y 584.24' 585.71' \ J' TC TC/ 589.01' / I! I+ Q UFO ____ - UFO- I i / // 1 TOF-. 1 \ I I I I II II I \ II I ` 1 l I I 1 MHD TOP=: INV IP. / 11 tI II I I III I I"vcrT / / INV /n. INV C `\/ I I \\ I I \\ I I 1 I I 1 I I fff III I ^ I I P / 11 11 I I I t l /I A It 11 I/ 1 I I I p it M "' 0 V I I 1 4" C.O. I 580 1 1 1\ `o I I ° I III- \ I I �I I I I x / Ir', I\II\\ \\ \ \ \\\\ I r \ - -F I I 4 Q \ e9- I I N \ \ \\ I I I I I I I \s�pv�\ \\ \\ I I I I 4" PERFORATED x n 33 \ K PVC UNDERDRAIN h INV .\3 '\\ \\\ I I II I +I.. I - I i 4" C.O. 1 I 01 Ilr \\\\ `\\ \\\\ I\ ARMOR\ II I I sue\ - - - - - - - - - - - - - - ' 583.88' I I I C9 - - - \ I I I @ 6" C.O. I 4" CO. ' 5 I ( I II II 111 11 I 11 III 111 II EKtix, 1 \ \ \ I \ I I _ \L to I I I I (TY ) I °Lo 1 I 1 I I i I ( II lii a \\AI 1 Lo11 1 1 1 I I I \ I \ I I I I I 6"PVC @ I 1%MIN. SLOPE I It I / I II I I I C9�I I 1 I I / a I I I I I I I I® I II I 3PN / I I I Z O H U U) w 0 I o m d N D) c\\I (n Y C) (n U H U U Z Z Y wLu U 3 U Q d 0 U J H WAS RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 '^) CRMG W. J. KOTARSKi } Lie. No. 0402048507 2/ 2V 2022 x J 0 cf)-^j { _ W Q F--- z Q W z W J Z 0Q LL >W W � 06 > z zO Z Q 0 zQ QN 0 cow Q rrI 1� V U w Z 0-1 a_ o SHEET C5.0 E C C NO 1 3 3 0 5 I 7 I 0 10 11 12 3 I 5 I 7 I I 10 11 12 J H G F E D C B A T/ \ I ---- ----- _ 15"RCP I1 rn 1 I / I r- \ I \ , „e'- 24"RCP ---_- ct 1 to \ ' I Q '„�' \ T\ I / ® - F 4, INV=575,63' P CD 1 I I I I I l / \ 1 \ SD CURB INLET W/MHD EX1 1 / I II I7 I \ \1 I I Prrs'� / ° ,�, TOP=581.63' I 1 04,01 I I a - I 13 INV. IN=57734' 15"RCP 101 a00 `On I I ' �, �_ INV. OUT=57712'24"RCP I ` Lo 1 1 I I ' / cA\ I I I ,� f rts' I �y O111 SCALE I "=20' 1 1 a \ 581.69' COO �°�0 20' 40' 47Pv TC -_/ / /- -J I , / I 0 582.76' / TC I I I t I I I 1 / / 584.73' II F I I \\\� TC / ��� TC 1 \ 582.33' / 584.23' // TC 585 .04' / I , I I III ®m KEY PLAN I I 4 \ , 584.43' 1 Q TC 583.�7\ MHD TOP=588.83' \ \ INV. IN=577.03'12"STEEL \l \ \ \ SD INLET W/GRATE INV. OUT=577.26' 15" RCP //\ \ \ \ TC \ , TC I I I ® BOT=576.9T Z/ \ �\ \ \ 583.83' 584.90' I I TOP=8" PVC � 1 \ / INV. IN=583.3T 8"PVC \ Ct L 40 I INV. OUT=582.92' 12" PVC \ \ \ TC \ \ \ 584.74' y \_ 12"___-__________ a \ / \ V O 5� \ TC I I ® .73' 58fi.23' o 586.54\ 586.06' 587.1�/' I I - - - - - - -/- it - SD INLET W/GRATE 585.57' TOP=588.28' I i IO \ \ \ \ \ \ \ 1 I 1 / l 1 / 587.14'I- I INV. OUT=583.82' 8" PVC _______ II 5 I \ \ TC TC 584.24' 585.71' \ 3' I I I II I 589.0' 589.01' / IIII z ,7 UFO- I I / I/ I (CO) 6"P UFO_ / / I TOP=582 - I U®� lNV -579. III II II / I -' {I U) \ I / I _\IIIIIIIII 1 It I I i 1 � \ I I 1 4„ C.O. ✓ \\ I I 1 \IIII � o\ I \ \ \\ \ m I Y + z IJ If 4"PERFORATED \ ' INV=s73.36 \ \ \ / I / I - - _ \ \ \\\ \\ \ �FK I i II I ` - s I / 4" C.O. PVC UNDERDRAIN I \ \ \ \\\\ ARMO$ I of II ,� \\\\\\ III I �/ I / I \\ \ \\\\\\\\\\\\ \ 11 ' 583.88' \ I I I \O I \ It It 4" C.O. i -\U- I I / I\ I `i\ I I (Tv .) II o IIII , I I I P ao LLj /�\ 1 1 1 II � 1 ^ I I I I I I \ \ II II I I I-_--------------6„PVC @ I Ile `� 1 11 `n ' 1 1 1 1 1 1 I TC I \ 1 l i I I S / 1% MW. SLOPE I I 584.86' I I \ II I I IIII l i 1 1 / I I I I \ I \ \ \I I I /SPN / CL 4„ PERFORATED` ,�583.69' \I \ _ , \ a `\ SPN/ PVC'UNDERDRAIN / IT TC I -� II - I L- 1584.55' 584.94' _ SD RATE IN \I II II II I I I 1 11 1 1 1 s/ I \ I \ \\ {Q� / N I I \ ---___I_----- I 4"C.0. FOP=57 12'/ i I I I I I I I I I / /TC �t*z. I \ \ ���aC�r'' / 7 SP _ - I /_ _ L--_----- I I INV. IN=569. ' (N't),6" \ I i I -571- 1 1 1 1 I 11 I II 1 1 '584.05' \ - - _ - / i - - - - - - - - - - 586- - - - - I INV OUT=570.57 SW) 15" P I I O ' ® TC T / J /� a I I I I I I I I I a 1 1 1 TC I �'-------a--// 584.54' � 5s4.2o. 585 307 O \ I I 1 1 1 1 1 I 11 1 583.56' I I 1 1 / TC ��` TC 584.57' I cr\ �\ 585.96' - - UG % I % it I \ 1 584 TC TC 584.69' SD GRTOP 584L35 II \ / // I 11 1 1 1 1 1 1 / \-� UGP I - UGP /SPN / I V0 O I • i\ \ - INV OUT-5_78. 0' 12"RCP // ' ' -I - UGP- / 1 I1�\\\\ / \\ I \ 1 /� � �/ W_�\ W _85- 5 / 74P\� - G� \\ \ '\ \ - -/ - - --� - J I I ` � / �`084.89 ` \ \ TC 9 \ - - \ \ s TC S�N - - - - J I , \ 585.00� / \ 584.14' / / X104 i( _ /_ %tJ / j a _ SAN _I -�,SA� \ / C�-\ - SAN SAA/-584- II 1 I!' T 1 II 583.96' ' 58 O� / W TC Fe- 584.71' �- - 9clrATl Mo - - _ o / I /k o O 58434'�-uy" ' ---_ ___-- -- X100 ---581- MHD TOP=569.35 ��/I II // ----- \\ ` \ \� %/ `G x /\ / \``I INV. IN=564.20' (E) 15" RCP I / - G ---GIX'� INV. OUT=564.20' (W) 15" RCP _ _ - - - - ` I / - _ \ --_ -t -} G -rt -\-� 1 �_X' I� ' ' i _ - ' 6" PC�C __--_______- 515' - __----- - ROCK -- -20 ARMO SDCURB INLET__-- TOP=572.16' _ \ \\ 1 _/� //' / - �570- ,\ _ INV. IN=568. 11' (E) 15" RCP _ _ - - _ \ I I , -%� 1 / INV. OUT=567.8 1'(W) 15" RCP - I h , / �- - _ - \ )` / / / / / / � �X � / �y80 // // /i � I \\ \ \ I II - - - - I _ = X� Z O H a U U) w 0 m LU Q U) o z O_ Y U m o N D) C\\I U) Y CD (n U). U H LU U Z Z LU LU Y LU U � U < J H RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 J CRAIG W. J. KOTARSKi Lie. 2/ 22022 040202$507 x J 0 ^J 1_ LU Q Z Q LU z LU J W Z 0Q L.1� LJJ � W > Z � fn V O z Q I- ID Z Q w Q 0nn 0 cow Q V U w Z O 0-1 Q a- o SHEET C5.1 E C C IC W 3 3 4 5 I 7 I 0 10 11 12 1 3 4 5 I 7 I I 10 11 12 J H G F E M m 11 589.01' \ �+ 0 404 616 � \ \ \ a ® ' 406 ® 588.75I \ \ 5 8.75UNDERGROUND �\ \ 408 DETENTION \ 589 01' N SYSTEM #2 �\ \ 00 �\ MHD X ��Cr(u�t^��� rt 10 TOP=582.72' O TO = 58 .15' TE I INV. IN=576 23'(SW) 15" RCP y1 TOP = 588. 15' INV. IN=576. 10' (W) 15" RCP �\ INV. OUT = 587.56' (N) 4" PVC Lo INV IN=576.23' (N) 8" PVC rn INV OUT=576.32'24"RCP I �4tt..rr�� I 80T=575.93' �k 412 589.01, I \ 11 24"RCP / / / / / / , , / , ® N INV=574.55' / \� �� SCALE 1"=20' 588.80' a I ® 401 `(\�,G\ ROCKARMOR �0 / / 0 ` 20' \ \ / 40' kS ® / CHANNEL RCP 24 / — 58s.or sas.or 95 — -- RCP \ — \ \ 400 560 ' I \ MHD TOP=58883' 2 INV IN=577.03' 12" STEEL SD INLET W/GRATE BOT=57697' Z// . INV. OUT=57Z26' 15"RCP ,/ TOP=587.82' INV IN=583 3'8" PVC L 60 I INV.OUT=58292712"PVC IMHD,� /\ X\ II I II Q I I ' INV. IN=SLf.'( TOP - 58�.85' \ \ \ \ \ \ \ 1 I INV. IN = 5�2. 1919' (S✓ ® I �}° ® I i I I I INV OUT 1$81.70'( P\ \ \ \\\\ \ \ \\ \\ \ \ \ \ \ I I\ IIII I \1 \1 1 1 1 11 I \ \ \ \ \ \ \ I I 1 1 \ I' I 586.06' 587.17' - I _---_--- I SID INLET TOP=588.28/GRATE I I ,' I I I I I I I I \ � \ / \ II 11 I I I 11 I II II II II II 11 1 11 I 11 I 11 II II 587.14' INV. OUT=583.82' 8" PVC \ I I I I I I 1 1 I I I 1 I I I / I I b l I I I \ I / \ \ I II II I I I I I I II I II I 111 II I II11I II I I IIII I I II I I I I I _____ II / I I 589.01' S89.01' II y�0 I I I I I I I II I ti III ''/ I I I I I' I \ II II, II II II III II 11 I I I I I I I I I I I I III I'' l l I I III I I I I 1 1 I I I I I I I I I I \\\\ `,\ I I II IIi�IIIl11111'I'Ill if III�'III II IIIIII' co / I I I I I I \\ \ II , I /it I'IIIIII111111 I I I I I I I I �I� MHD- I I\ \� I // I / '',, II I I' I, I I' I'1 "I; I I ITOP I I I I I I1 sWj $'rs' I I I I INV. INB ({gg{�,W) NOV MEAS. \\�\ \ \\ ' // I I, ,; I I II I I I I I I I I I I I l INV OUl=582/32I�5 I Z I I \ / ' I I" I1 1 I" I 1 III,I ,III I I ) // \ / \\ \ // II 'I I I I I l ;,/ 111I 1, 1„ ,' I' I;'I II !'I III \\ I l l I I I I I I I I I \I'' I I If 1 1; , I, ,' l I I' I I ( II v I 4" C.O. J. I1 I _580_ Y \\ I I I 1 1 I , I I I I I I I r u ll l" ' I If I I r m I II I ,11 1 ll II 'n I I ro� I \ I I I -I II 4" PERFORATED I I I I/ \ I Il III"I''IIIII'I III11/ l l �' � ' PVC UNDERDRAIN 41 h I \ 4"C.O. P I I � 111 /) h ; II�I;I II'' 'll'I'1" ;IIII 'I/Il l l l 1 i I I I I I I r� '----------------- I I / ( I 1 1 I 1 1' I' I I �---- �� I i '1\\It \ ® 6"C.O. I 1 `\ II I I I ` '' I I I" I I I / ` \ \ I I I I I ' SPC\581,' If I l--IIII I \\ \ II II I I lllll'IIIII I �hil I I� _ 1 �" --�� II I-y;I \ 1 I I I ";1/ II I I I;I I'I' ,'/'/ I I I 4" CO. (TY \ o I"III /' I ' / / \ ' I I I I I I Ih1 I; , 11 I I1 ll' 6 I I 1 i 'III'�'II IOII ,/,III/ II II I I I 6"PVC@ I I S 1% MIhL SLOPE r \ \ \ \ o I /I� 4" PCRFOR[�TED l I I I U I \ \ SPN / I PVlQ`0NDERDRAIN I\ I eft,� -' I �/�-----i-----,----i " i III I \ /l i %111;'; / /I \ I I I / l l I , I' I Q / I —I-- I 4,�C.O. 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J. KOTARSKi Lie. yo204022048507 J 0 C) ^J a_ Qw z Q W z W J Z 0Q LL_ >W W � 0S > Z fn zO Z ID Z Q W QN Q �rI..1� V U W Z O Q ry a_ 01 SHEET C5.2 E C NO 1 3 3 4 5 ■ 7 ■ 0 10 11 12 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A .w? �O + (D (0 X Ct) o❑ z oW + 00 Lo Q� 590 C/) EXIST. GRADE 585 585 580 580 /p 8"X6" rAPPING �Ly SLEEVE AND VALVE T�R< CONNECT TO EXIST F ,WAT E R L I N E 575 575 570 570 a 00 CO O�OZ �W �z OZ ioWPZ� H �0 Z W Z W MQH W (QHo F� �i(.,O J�pVtrO wU)0 +(O (O + m + ° + +U)QOQU ZX 0X P mi � PW XOjin Q0 (O aF W .. O N N OXQ } Cr 11 W S CO W OU Z S OU W W H W > z -> ❑ ❑ ❑ ❑ 00 00 0 ❑ 0 ❑ (O ❑ 0 ❑ 0 ❑ 0 ❑ 0000 O U z z z z . z . z O z O z N Z q z O z q z q z q z W W W m m m W m a W (D 00 NW M m NW Nm NW 00 (`W m ^W Mm (+')W m nW mm (+')W'tW (om 00m + + + 0 0 Lo + L + N 0 + � U-)� + 0 + �� + o + (O U + 1.- + 1.- 1.-L + + 1.-Lo � 0 It It V ItQ ItQ N Q ItQ ItQ ItQ ItQ V Q V Q V Q V H H N H H H H H H H H U U) U 595 590 590 i \ ' J 585 585 EXIST GRADE— \ f EX. 15" STRM ✓ PROP GRADE STA 12+24.87 580 � � J 580 EX. 15" STRM STA 12+40.59 PROP. 15" STRM 3.5' MIN. STA 11+62.42 1 575 575 570 570 565 565 00 W r M CO C7 (D N ItCIS(V CO O N (D W O N (A M N (A CO 0) Cl) N 0) CO 7 (A O O m O N tD (D 0 d: n 0) (`7 00 CC) W (D 00 00 u7 N 00 �D 00 �D N �D r (n O r (n O r (n W C` u7 0) ^ u7 M r � W W (n 00 to 00 W (n 00 to V LL7 C7 00 00 ( Lo L a+rn in+nn ii+nn 11+rn 9+50 10+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11+U0 12+U0 1:3+U0 14+U0 15+UU 16+U0 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 17+00 2 STA 11+17.26 TOP 587.52 STA 10+00.00 INV IN 580.70 (C-D) 1. 1 , TOP 587.46 INV OUT 580.50 (D-E) 5q5 INV IN 577.97 (D-E) 18+UU 19+0U J TOP 587.00 INV IN 582.80 (B-C) INV OUT 582.60 (C-D) 4 STA 13+77.88 TOP 588.76 INV IN 583.30 (A-B) INV OUT 583.10 (B-C) Sgf;i EX. INV. IN=581.14' (N) 4" PVC EX. INV. IN=S .97' (NE) UNKNOWN EX. INV. IN=581.28' (E) 4"PVC EXIS. GRADE EX. INV. IN=S .55' (SE) 4-PVC 590 EX. INV. IN=58 .37' S 4" PVC 590 EX. INV. OUT 577.87' (W) 8" 11VC _ 585 8" PVC @ 0.84% 585 C-D: 225.99' OF @ 2.1600 1.2' 7 580 117.26� pF 8 puC EXIST. 15" RCP 580 E B-C: 34.63' OF 8" PVC @ 0.87% BUILDINGCONNECTION 575 575 570 570 u) M O M O O Ut C� 00 00 00 00 00 U')') °p U')') U')') U')') U')') U° Uo 9+50 10+00 11+00 12+00 13+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 20 + 00 o E rn o N y� Q > O 0 E 0 vE 3 3 0 3 t '+ U M W � • � O N ♦ Z N 7 ♦ ` 41 M 'S a 5 x O n¢ LL J � � In c rn O N _ �7 M a a � J O F- �O ~ N Co O N U) Y CD U) (n U H U WLu Z Z Y C� � O 0 Q Lu Q w _ I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 A�e,P�LTII OpG Q CRAIGW 7.KOTARSKI Lie. No. 0402048507 2/ 2V 2022 x J O O Q z W (n W Q J J W Z LL �> 0 W � Q/ a_ Z o Q w J z Q J O w Q D H U C� Z w O Q 0-1ry a - SHEET C7.0 1 2 3 1 4 1 5 1 6 1 7 1 8 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 J H G F E D C B A 410: 12" Basin - Circular Grate STA 10+19.35 TOP 588.65 INV IN 584.10 (411) INV OUT 584.00 (409) 412: 12" Basin - Circular Grate STA 10+00.00 TOP 588.80 INV OUT 584.40 (411) 595 n 0)v �� OM Lo m 00 � m Lo 00 co U')Lo u Z OCL C7 > O> Z m H z U M O �r "Po o 0 'oo r0 Co CO N U')m 2 O C'4 +LoU H 00 U o -u')z0 C N ��Z .r (O�p y Z mor-m 0 �+o6CH - OLoZ0 O C> 0 >> z 595 590 590 585 585 411 19.35' OF 8" HDPE @ 1.55% 580 407 16.45' OF 8" HDPE @ 3.04% 405 580 24.82' OF 8" HDPE @ 1.61 % 56.05' OF 8" DIP @ 1.43% 575 575 9+50 10+00 11+00 11+50 STR 412 - STR 404 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 DRY POND 585 585 580 580 575 575 101 21.35' OF 15" RCP @ 3.09% LL �� U 0O c Lo O Lo O W 00 Cb + o �O> �mF? 0 O rn MO NN (^ =+00,n �OLoz Qa� �Oz 590 590 TIE TWO EX. 15" PIPES TO NEW STRUCTURE MATCHING EX. INVERTS — TIE PIPE TO EXISTING STRUCTURE AND PATCH HOLE FROM REMOVED PIPE N G. d W °D L o �0ui Ocli � y�j CZ O M00 '+o� ci ap w ��Z N Co�Z oQd> O 59n N _0 585 585 580 580 DRY O1 43.70' F 15" R P 575 @-243% 575 570 570 POND f0 O O v F Lo M m O C I,. 250Lo0 a> Lo ' o o M C) O M O O O OOO Lo P 00 rLoz O z U)OZ X C w 304: MH-2 o Co STA 11+47.78 ,o ao F- TOP 581.92 p + v F- 00 INV IN 577.78 (EX104) v 00 U') z INV IN 572.46 (309) 1 o Q > >O INV OUT 572.36 (303) IIIrn�Z o Z 590 EXIST. PROP. GRADE GRADE 585 585 1 580 580 305 307 0 17.92' OF 101.4 575 ' 15" RCP 575 @031% 104 28.3 ' OF O 15" RCP @ 361% 570 570 565 565 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 STR 102 - STR EX1 STR 200 - EX2 STR 308 -STR 304 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 302: MH-1 STA 11+83.42 TOP 581.71 INV IN 572.23 (303) INV IN 582.34 (EX103) 304: MH-2 INV IN 581.99 (EX101) STA 11+57.73 INV OUT 572.13 (301) TOP 581.92 300: ES-1 for 15 inch Pipe INV IN 577.78 (EX104) STA 12+17.44 INV IN 572.46 (309) TOP 573.40 .5R5 INV OUT 572.36 (303) INV IN 571.96 (301) 5R5 / 580 580 II � 575 575 309 570 .04' OF 303 15"RCP 25.69' OF 301 570 PROPOSED 0.55% 15" RCP DETENTION 15" RCP @ 0.50% SYSTEM @ 0.50% 565 565 12+00 9+50 10+00 11+00 12+00 STR 300 TO STR UGD HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 m 2 H �rn � M Lo to Lo CM}a6F OC'�Z) O a> 5190 mU)�z 5190 575 575 PROPOSED DETENTION SYSTEM 570 570 17.20' OF 15" RCP @ 1.00% 565 565 13+00 9+50 10+00 11+00 STR 310 TO UGD PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 o E rn o N y� Q C > E E QvE 3 3 0 3 U M W � • � O N ♦ Z N 7 ♦ ` 41 M • n X O vl Q LL J � 1 M C O+ O N _ �7 M a a � J O F- ,o r C) m N OY N U) Y C) (n U H U WLu Z Z Y C� � O U) Q Lu Q Q� w Qr = Q 0- 0 Q U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 'J CRAIG W J. KOTARSKI Lie. No. 0402048507 2/ 2V 2022 x J O O U (n cf) W J < Q L.L 0 W LU J Z N W w Lij Z w (n Z Q O U zQ w � :E O O m Q �I— vJ H U 0 Z w O Q 0-1 a- 0' 0 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 r _ — — — — _ -- — — — — _ _ I s2 / 1 / SCAkE 1"=4[' I / 0 0' 80' \ 1 DOMINION CRANE & RIGGING, INC. 1 \ \ \ \ \ \ OB. 1237, PG. 594 ZONED: LIGHT INDUSTRY % \: SHEET Ll.1 \. N.— ` — ` \ \ \ ` \ — — _ _—_— — — — _ ' ' �G ' / TMP 91-12 I / •\ _ \ \ ` \ �\ _ _ ALBEMARLE HEALTHCARE CENTER, LLC DB. 4132, PG. 347 / l - - - - — ZONED: PLANNED DEVELOPMENT \ 8 \ S _ • — •If ,R a — \ _ _ _ —398— MIXED COMMERCIAL l w —W z_ None \ \sue \ \ \ \ \ 0/ yj0 IN TMP 9142C GALAX/E, LLC / \ / / h / , / / / / / , / / / / , / / / , /� \ \ OB. 3643, PG. 110 OR 4425, PG. 325 (PLAT, BLA) II / 1 m a I \ \ l , / / / / / \ 0 I \ I1 I 1 \1 1 \ t 6 _/ / -•6- I 1 w I I Ir \\ \\ l y • -(•1 11\\+Il\ \, �' / 11 I 1 \ \ II I//// / // / // / //y�////\/ // / ' -uq���\ IN 7 \ M \ \ \? • \ Foo \ /\\\` \\\ \\\\ � ` \ TMP 91-12B ♦ 1 \ \ \\ / _ — -- ' - ' — \ \` \ BEN FRAZIER & \ \/ — � _ � \\ \` \\\ \ \ \\ \ \ \ \ � MARAGARETA. 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HILL / l yF0 — _ _ _ — _ _ 58 _ — — AND DONNA M. HILL ��l_--y_4. 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INSTALLED SIZE ROOT RUBBING, NARROW CROTCH ANGLES, GALVANIZED WIRE NYS WIL 2 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 3.5" CAL. B&B PRE -CONSTRUCTION WATER SPROUTS, OR ROSS- 3-2"X2" \ PLA OCC 7 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B BRANCHES. HARDWOOD O • CONTRACTOR IS RESPONSIBLE FOR CONTACTING KENTUCKY 811 AT GALVANIZED WIRE GUY 12 GAUGE. STAKES ' QUE PHE 9 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 1.800.752.6007 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE ALLOW FORA SLIGHT AMOUNT OF QUE RUB 13 QUERCUS RUBRA RED OAK 3.5" CAL. B&B MOVEMENT LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. NOTE: FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO ONLY STAKE TREES WITH f C AME BBB 6 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6`-8` HT. B&B BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL LARGE CROWNS, 2" ti CER FOR 13 CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 6'-8' HT. B&B BE VERIFIED PRIOR TO BIDDING. CALIPER OR GREATER, IF g' 2"X2" HARDWOOD STAKE, COR PRI 5 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 6'-8' HT. B&B • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND LOCATED ON WINDY SITES, OR WHERE 2'-6"MIN BELOW SURFACE. COR RBR 3 CORNUS FLORIDA'RUBRA' RED FLOWERING DOGWOOD 6'-8` HT. B&B VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND TAMPERING MAY OCCUR. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK MAG JIM 2 1 MAGNOLIA VIRGINIANA'JIM WILSON' TM MOONGLOW SWEETBAY MAGNOLIA 6`-8' HT. B&B INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND lu'' � i �ii ���� �� ��r AND OUTSIDE OF ROOTBALL REMOVE TAGS, LABELS, AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-6" ILE DEN 39 ILEX GLABRA'DENSA' INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, NOTE) DO NOT WRAP TRUNK AWAY FROM TRUNKFLARE ILE VER 2 ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. IF FIELD GROWN, CUT AWAY ALL SET ROOTBALL FLUSH TO GRADE • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF OR 1HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER ILE RED 12 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 36" o.c. AND CONTRACT SPECIFICATIONS. CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH PLANT QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BIDDING • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER CONTAINER AND CUT CIRCLING ROOTS SOIL. ROOTFLARE SHALL BE VISIBLE AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PRUNE SUCKERS ABOVE FINISHED GRADE 6" SAUCER PER TEST RESULTS TO ENSURE PLANT HEALTH. 1:1 SLOPE OF SIDES OF 1" COMPOST LAYER CONSTRUCTION/INSTALLATION PLANTING HOLE BACKFILL PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING NATIVE SOIL. INCORPORATE 2x SLOW -RELEASE GRANULAR • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS TAMP SOIL AROUND ROOTBALL BASE ROOTBALL FERTILIZER AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY FIRMLY WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED County of Albemarle LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS THATROOTBALLDOESNOTSHIFT �� OR TAMPED SOIL Conservation Plan Checklist — To beptacedonLandscapePlans CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT PLANTING DETAIL (Handbook pplll-2S4-111-297for complete specifications) * per Albemarle County ARB DESIGN GUIDELINES CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" C�_PECIDUOU.STREE 1. The followine items shall be shown on the plan: • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND NTS ❑ Trees to be saved; STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ❑ Limits of clearing (outside dripline of trees to be saved); THE DESIGNATION OF BOTANICAL AND COMMON NAME. ❑ Location and type of protective fencing; STATE ROUTE 719 LF 1 LG TREE PER 35 LF WITH INTERSPERSED 573/35 =16.4 20 LARGE TREES 17 LARGE TREES* • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING Ll Grade changes requiring tree wells or walls; ❑ 742/ANON STREET FLOWERING TREES 23 FLOWERING TREES AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT Proposed trenching or tunneling beyond the limits of clearing. THE EXISTING TREES TO REMAIN ACCOUNT FOR THE ADDITIONAL TREES NEEDED INTERFERE WITH SIGHT DISTANCES. 2. TO FULFILL THE REQUIEMENT LJ ❑ • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL PLAN VIEW All 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. LANDSCAPING OF PARKING AREAS DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE DO NOT PRUNE TERMINAL ROOT BALL 12 GAUGE \ BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS LEADER OR BRANCH TIPS 3. Pre -Construction Conference: * per Albemarle County ARB DESIGN GUIDELINES WHICH AFFECTS THE GUARANTEE. NEW 1/2" RUBBER HOSE GALVANIZED WIRE ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 3-2"X2" 12 GAUGE GALVANIZED WIRE HARDWOOD 4. Equipment Operation and Storase: REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED INSPECTIONS/GUARANTEE ALLOW FOR SLIGHT STAKES ' ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees MOVEMENT \ to be saved. 1 LG. SHADE TREE PER 10 52 PARKING SPACES 51/10 = 5.1 6 LG. SHADE TREE 8 LARGE SHADE TREES • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 3 2X2 HARDWOOD STAKES, 1 2'-6" MIN BELOW SURFACE. / 5. Soil Erosion and Stormwater Detention Devices: PARKING SPACES CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL STAKE SHALL BE DRIVEN A ❑ Such devices shall not adversely affect trees to be saved. NOTE: VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD MIN. 18" OUT FROM TRUNK PRUNE BROKEN 6. Fires: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A AND OUTSIDE OF ROOTBALL BRANCHES ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. BE INSTALLED AT A MINIMUM HEIGHT OF 12". FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. REMOVE TAGS, LABELS AND 2-3" MULCH LAYER TO -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE PLASTIC SLEEVING DO NOT EDGE OF DRIPLINE. KEEP 7. Toxic Materials: THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE WRAP TRUNK 4-6" AWAY FROM TRUNK ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. OVERALL HEALTH OF THE PLANT. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS SET ROOTBALL FLUSH TO FLARE 8. Protective Fencine: . INCLUDING DEATH AND UNSATISFACTORY GROWTHDEFECTS GRADE OR 1-2" HIGHER IN IF FIELD GROWN CUT ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. LANDSCAPING OF INTERIOR ROADS RESULTING FROM NEGLECT BY THE OWNER ABUSE OR DAMAGE BY SLOWLY DRAINING SOILS. DO AWAY ALL BALLING ROPES. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND NOT COVER THE TOP OF THE REMOVE BURLAP OR WIRE per Albemarle Count ARB DESIGN GUIDELINES p Y THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE BASKET FROM OF 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail CONTRACTOR. VISIBLE ABOVE FINISHED CONTAINER BALL. IF CONTAINER GROWN, REMOVE submitted for approval. REQUIREMENT LF OF ROAD CALCULATIONS REQUIRED PROVIDED • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR GRADE CONTAINER AND CUT COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRUNE SUCKERS CIRCLING ROOTS 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail 1 LG. SHADE TREE PER 40 LF 84 84/40=2.1 3 LG. SHADE TREE 6 LARGE SHADE TREES OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 6" SAUCER BACKFILL PLANTING PIT submitted for approval. CERTIFICATE OF OCCUPANCY. 1" COMPOST LAYER WITH NATIVE SOIL. INCORPORATE 11. Trenching and Tunneling: • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 1:1 SLOPE ON SIDES OF SLOW -RELEASE ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling PLANTING HOLE GRANULAR FERTILIZER under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. G E N E RAL NOTES AND DETAILS SCARIFY SIDES BEFORE TAMP SOIL AROUND 12. Cleanup: � PLANTING 3 x ROOTBALL BASE FIRMLY ❑ Protective fencing shall be the last items removed during the final cleanup. NTS PLACE ROOTBALL ON ROOTBALL WITH FOOT PRESSURE SO UNEXCAVATED OR TAMPED DIAMETER ROOTBALL DOES 13. Damaged Trees: SOIL NOT ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. MULTI -STEM TREE PLANTING DETAIL NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. NTS OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, — WIRE, AND BURLAP FROM TOP % OF BALL B&B BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT nJ n SHRUB PLANTING DETAIL KS 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 M O N U Q C >E E '3 O _a3 N 0 3 U M m • • O N 0 • Z N M • OJ M • 0 U, na e C N w o > If, C Ol C O N M d � O J O W t0 ~ Z O H d U In W 0 Lu Q Z 0 Z _O Q W Y N 0) mm N C) Y Y Y LU U Z Z Lu Lu Lu Ur U 0 Q Of W 2 0 IL 0 0 U I— RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 ���ALTH Op Lf �c EVIN T. 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