Loading...
HomeMy WebLinkAboutSDP201900071 Plan - Other (not approved) 2020-06-25U w I U) UCD RED HILL ELEMENTARY SCHOOL r)000 om PHASE 2 GYM ADDITION AND RENOVATION W 2 p(.0 c/) LL MAJOR SITE PLAN AMENDMENT g0 N=LU SDP2019 71 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COM TAX MAP PARCEL: 08700-00-00-06100 LIMITS OF DISTURBANCE: 1.20 AC ZONING: RA SETBACK: 75' FRONT 25' SIDE 35' REAR MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE TOPOGRAPHY: TIMMONS GROUP, OCT 2019 DATUM: HORIZONTAL. NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING HEIGHT: 29'-6" (ADDITION) BUILDING AREA: 8,710 SF (BASE BID) 9,650 SF (ALTERNATE CONFIGURATION) PROPOSED USES: GYM ADDITION AND ASSOCIATED SITE WORK NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.25 ACRES REQUIRED PARKING: PER SEC. 4.12.6 - MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES, THE NUMBER OF REQUIRED SPACES SHALL BE DETERMINED BY THE ZONING ADMINISTRATOR. PARKING COUNT: PRE -DEVELOPMENT TOTAL: 67 SPACES (4 ADA SPACES) POST -DEVELOPMENT TOTAL: 71 SPACES (4 ADA SPACES) ADA PARKING REQUIRED: 3 SPACES (AT LEAST 1 VAN SPACE) ADA PARKING PROVIDED: 4 SPACES (1 VAN SPACE) WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: EXISTING ONSITE DRAINFIELD DRAINAGE DISTRICT: NORTH FORK HARDWARE RIVER THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. AVERAGE DAILY TRAFFIC = 754 TRIPS COUNTY OF ALBEMARLE, VIRGINIA SAMUEL MILLER DISTRICT 06/24/2020 Mr�n�t�a,anr�t-r i-AF?IdS SOUTH tdRX FARMS u MOnacaly Trail did' — — 7-1- n PROJECT g LOCATION rr�11r.M1N f•rFP.i4 '� Pippin FIdl Farm SOUTHERN HILLS RED i'rfLL Vineyards T_ 114, `1 VICINITY MAP SCALE 111:2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200, CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 PHASING PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN G3.2 EROSION & SEDIMENT GGNTRGL PLAN PHASE 1 C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN G5.2 STC)RMWATER SUMMARY PLAN G6.0 STeRNqVVATER MANAGEMENT PLAN C7.0 STORMWATER PROFILES C8.1 SEWAGE DISPOSAL SPECIFICATIONS C8.2 SEWAGE DISPOSAL SITE PLAN C8.3 SEWAGE DISPOSAL SYSTEM DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS SP0.1 SITE PLAN PHOTOMETRICS SP0.2 SITE PLAN PHOTOMETRICS - FIXTURE CUT SHEETS TOTAL SHEETS = 17 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE CxAIGW J.'KOTARSxz Lic. Into. 0402048507 Q r� W a, Ln M 06 n N Q N Q Q r M Z C) W N :Tt ♦♦Q V 04 00 W cv m z c O J Q Q O O = c 0 � LI V � cn J O O cf) C) z= W �0 J0 0 U� J w O j Q W W C w W ~ W m r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS COVER Colo PID: 08700-00-00-060A0 COUNTY OF ALBEMARLE SCHOOL BOARD ZONE: RA DB, 508, PG. 503 2.88 AC T'_a °NP B c COMPILED PROPERTY LINE APPROX. LOCATION OF 4" D. I. WA TERL lNE COMPILED PROPERTY LINE 30' PRESCRIPTIVE VDOT \ \ R.O. W. EASEMENT _ _ TEMPORARY 000, CONSTRUCTION PARKING o00*000 / °�P U) I I PID: 087BO-00-00-01200 i MCLAUGHLIN LIVING TRUST ZONE: RA i 0.72 AC I i LOCATION OF CONSTRUCTION ' TRAILER AND MATERIAL LAYDOWN PID: 087BO-00-00-01000 MCLAUGHLIN LIVING i 00 TRUST C/O DANIEL H N MCLAUGHLIN & TERESE N Q \ L MCLAUGHLIN �1,/ z ZONE.- RA 0.91 AC ' > Of C'4 APPROX. L OCA TION OF 4" 7 m rn .� D. I. WA TF Z TEMPORARY O � - CONSTRUCTION PARKING p Lu j]f CD \\ ` - i- Q o �� w 0 p 15'PRESCRIPTIVEVDdT-= o WATER \ \ \ \ \ \ \ \ \ °H R.O. W. EASEMENT VAL VE (3 cuf) Lu PID: 087BO-00-00-01OA0 w 4 \ \ \ \ \ \ °NP _ + COUNTY OFALBEMARLE U SCHOOL BOARD Q o \ \ \ \ \ \ \ \ \ \ \ ftwft ZONE: RA L DB. 706, PG. 497 c/) w \ \ \ \ \ \ \ \ \ \ .17AC w z LU \ \ \ \ \ o O O INA \ \ \ \ \ \ \ T CONSTRUCTION ACCESS ROAD. \ \ \ \ \ \ \ \ \�� `� o, x NO CONSTRUCTION PARKING ALLOWED. 1' SHED / / II a II O j I i I I I 7 II -- --UGP ---- _ - -_ UGP ��\ \ (JGp � I �X- o j -X- o 0 o f BOCA- L I CONTRACTOR STAGING AND LAYDOWN AREA. __X PRESERVED SHED ��\\ x CONTRACTOR TO RESTRICT DELIVERIES TO �X� CRITICAL SLOPES BLOCK I NON -SCHOOL HOURS. RESTORATION OF �X� - -x (TYPICAL) SEED �\ PAVED PLAY NEEDED IN PHASE 5 AFTER - CONSTRUCTION- - x x/ I14' GATE PHASING PLAN LEGEND (THIS PLAN IS INTENDED TO CAPTURE THE GENERAL CONCEPT FOR SITE CONSTRUCTION. CONTRACTOR TO REFER TO ESC PLANS FOR FURTHER DETAILS. SEE ARCHITECTURAL PLANS FOR FURTHER PHASING WORK ASSOCIATED WITH THE BUILDING) (APRIL / MAY 2020) OWNER TO PROVIDE TEMPORARY CLASSROOM PHASE 1 TRAILER ON EXISTING PAVED AREA. CONTRACTOR TO PROVIDE OVERHEAD POWER FOR THE TEMPORARY TRAILER (OWNER PROVIDED). NO TRENCHING IS ALLOWED. BEGIN PRELIMINARY SITE WORK (ESC, SAFETY, FENCING, CONTRACTOR TRAILER, ETC.). BEGIN SUBMITTAL PROCESS. (SUMMER 2020 - MARCH 2021) DEMOLISH EXISTING TRAILERS, SEPTIC FIELD PHASE 2 ADJUSTMENTS, GYMNASIUM ADDITION 7`171 (SUMMER 2020) OUTDOOR CLASSROOM WORK, SEPTIC FIELD PHASE 3 �D D r'D � WORK i� (APRIL 2021 THROUGH SUMMER 2021) SIDEWALK AND EXTERIOR EXIT RAMP T' . CONSTRUCTION T (SUMMER 2021) PHASE 5 \ \ \\ FINAL SITE WORK AT CONSTRUCTION TRAILER \ \ LAY -DOWN / TRAILER AREA PHASING PLAN GENERAL NOTES A. THE "MAIN AREA OF WORK" IN EACH PHASE MUST BE SEPARATED FROM BUILDING OCCUPANTS BY TEMPORARY INTERIOR CONSTRUCTION BARRIERS AND EXTERIOR CONSTRUCTION FENCING. SMALL AREAS OF WORK OUTSIDE OF THESE BOUNDARIES MAY BE REQUIRED IN EACH PHASE AND MUST OCCUR DURING NON -INSTRUCTIONAL HOURS. B. IT IS EXPECTED THAT MAJOR PHASE CHANGES WILL ALIGN TO SCHOOL CALENDAR. ASSUME ONE (1) WEEK WILL BE NECESSARY AFTER THE LAST DAY OF SCHOOL (APPROX. 3RD WEEK OF JUNE), BEFORE THE FIRST DAY OF SCHOOL (APPROX. 2ND WEEK OF AUGUST), AND DURING WINTER BREAK (APPROX. LAST WEEK OF DECEMBER AND 1ST WEEK OF JANUARY - 2 WEEK DURATION) FOR OWNER TO MOVE ITEM TO AND FROM CLASSROOMS. CONTRACTOR TO TURN OVER NEW GYM TO OWNER BY SPRING BREAK (APPROX. 1ST FULL WEEK OF APRIL). C. OWNER SHALL BE RESPONSIBLE FOR MOVING ALL ITEMS FROM CLASSROOMS BEFORE THE START AND BETWEEN PHASES. CONTRACTOR SHALL PROVIDE TWO (2) WEEK ADVANCE NOTICE BEFORE START OF EACH NEW PHASE TO ENSURE TO OWNER THAT CONSTRUCTION IS PROCEEDING ON SCHEDULE AND TO PROVIDE TIME FOR OWNER TO PREPARE ALL ITEMS TO MOVE. D. ALL RE -ROOFING AND ROOF DEMOLITION AND CONSTRUCTION FOR MECHANICAL/ ELECTRICAL/ PLUMBING/ STRUCTURAL OCCURS DURING THE PHASE INDICATED FOR THE SPACE DIRECTLY BELOW EACH ROOF SECTION. E. CODE COMPLIANT MEANS OF EGRESS FOR OCCUPANTS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING, OR ALTERATION AND ADDITIONAL TO ANY BUILDING. F. DISRUPTIVE CONSTRUCTION ACTIVITIES LIMITED TO THE MONTHS OF APRIL AND MAY DURING SOL TESTING. COORDINATE WORK WITH OWNER DURING SCHOOL HOURS. G. CONTRACTOR SHALL LIMIT DELIVERIES TO THE SITE AS TO NOT DISRUPT THE BUS SCHEDULE. CONTRACTOR TO COORDINATE WITH OWNERSHIP. _ OU 4y �� C-R.AJG J. LO"FATZSvI Lic. No. 0402048507 kz: 020�,c�, O ;z L u a, Ln m 06 n cm Q N j Mo Z Q W � N N :Tt a 04 00 W cv m m C J Q Q Q = CD � LI V � � J C Q o Z = W�=DV J 0 0 j U J ) �u_j _ Z Q w � _ 0 a 0 W W W ~ Lu m r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS PHASING PLAN SCALE 1 "=20' 0 20' 40' C011 Page 6H-26 2003 Edition Notes for Figure 6H-11-Typical Application 11 Lane Closure on Two -Lane Road with Low Traffic Volumes Option: 1. This TTC zone application may be used as an alternate to the TTC application shown in Figure 6H-10 (using flaggers) when the following conditions exist: a. Vehicular traffic volume is such that sufficient gaps exist for vehicular traffic that must yield. b. Road users from both directions are able to see approaching vehicular traffic through and beyond the work site and have sufficient visibility of approaching vehicles. 2. The Type B flashing warning lights may be placed on the ROAD WORK AHEAD and the ONE LANE ROAD AHEAD signs whenever a night lane closure is necessary. 2003 Edition Page 6H-27 Figure 6H-11. Lane Closure on Two -Lane Road with Low Traffic Volumes OVIHV 7. END MOM 1 1 t ROAD WORK J Od08 I C (optional) (optional) + T (op ) (optional) (optional) y/wH XX HdW B OR XX CaV3Htl�- `, avow � - - - - - - - - � 101 3NO % 30 m (100 ft) MAX. (optional) Buffer Space (optional) i 0 j Buffer pace (optional) 30 m (1100 ft) MAX. YIELD Note: See Tables 6H-2 and 6H-3 + for the meaning of the i = 4.6 m (15 ft) symbols and/or letter To codes used in this figure. ONCOMING A TRAFFIC (optional) Z (See Section 3B.16) 1 B (optional) Z - ONE LANE 1 ROAD (optional) AHEAD � NDOM Ot/08 l t XX EX! T ORON3 MPH (optional) (optional) (optional) ROAD WORK AHEAD Typical Application 11 MAINTENANCE OF TRAFFIC No Scale NEEDED FIRE FLOW WORKSHEET <2, 500 GPM ISO FIRE FLOW CALCULATIONS TYPE OF CONSTRUCTION: Joisted Masonry CONSTRUCTION COEFFICIENT IF =, 1 BUILDING SIZE: GROUND FLOOR AREA 38,577 # OF STORIES >1= 0 TOTAL FLOOR AREA = A = 38.577 CONSTRUCTION FACTOR: Ci = 18(F)(A)**0.5 Ci = 3,500 ROUND TO NEAREST 250 GPM TYPE OF OCCUPANCY: Limited Combustible OCCUPANCY FACTOR Oi = EXPOSURE (X) & COMMUNICATION (P) X1 + P 1= 0 X4 + P4= C X2 + P2= 0 X5 + P5= 0 X3 + P3= 0 X6 + P6= (X + P) = 1.0 + SUM(XI + Pi) 1.00 MAX (X + P) = 1.75 NEEDED FIRE FLOW: NFF = C x 0 x (X + P) {ROUNDED} 3,000 GPM SPRINKLER REDUCTION Sri° TOTAL NEEDED FIRE FLOW = 1,500 GPM ISO FIRE FLOW CALCULATIONS No Scale SITE PLAN LEGEND (`DAr)TNI('_ TC = TOP OF CURB WATER EP = EDGE OF PAVEMENT 101 TW = TOP OF WALL STORM PIPE BW = BOTTOM OF WALL TS = TOP OF STAIRS 100 BS = BOTTOM OF STAIRS o. STORM MANHOLE 100 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE X FENCE MAJOR CONTOUR XXX MINOR CONTOUR XXX TIC 725.94 PROPOSED SPOT ELEVATION 10 PARKING COUNT ACSA GENERAL WATER & SEWER CONDITIONS JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL 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 BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 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 COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 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 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T00AM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. o 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION N PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW CN < PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN z ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. > PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT C� STANDARDS AND SPECIFICATIONS. Z) 00 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS Co C7) FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. OC/) 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. IY CD12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE Q RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY =mmi " THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ~ < O ENGINEER. UU w U 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT U H FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE Y _ FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE 0 Q o DEVELOPMENT. } Lu 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. � O LU 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE 0 COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. d 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL . MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. v Pp LTH O 00 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A_ PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. e 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE Lxc.No Ct401-J�1&�07 SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) E/241 020 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH 'S. , r5 THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL `'OVAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, 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 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY. 33. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 34. BUILDINGS AND STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. BLASTING NOTES O 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. M ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES WULO 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE a, CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE LO PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 06L 7 IN 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER M .� MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN Q N Q OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. > Mo Z W N N>M ♦♦Q V CD LL. CN 00 WNmz CO O J Q O Q Q = c O � V � Albemarle County Engineering ♦ ^ v♦ J Final Plan General Notes I of 4 C)Page ALBEMARLE COUNTY O C ~ Z O FINAL PLAN GENERAL NOTES W 4t =D0 General Constructioa Notes V O U) W J 1. Prior to any construction within any existing public right-of-way, including connection to � W J any existing road, a permit shall be obtained from the Virginia Department of J Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 0 the permit. Where any discrepancies occur the requirements of the permit shall govern. 0 2. All materials and construction methods shall conform to current specifications and Q W standards of VDOT unless otherwise noted. 3. be LU W Erosion and siltation control measures shall provided in accordance with the approved W erosion control plan and shall be installed prior to any clearing, grading or other Q m r construction. 4. AlI slopes and disturbed areas are to be fertilized, seeded and mulched. � � O 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, Cn Q M lesser slopes of 3:1 or better are to be achieved. PROJECT NO: 593801 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage DATE: NOVEMBER 25, 2019 channel. REVISIONS 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic DATE DESCRIPTION Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 9. All excavation for underground pipe installation must comply with OSHA Standards for 6-24-20 COUNTY COMMENTS the Construction Industry (29 CFR Part 1926). NOTES AND DETAILS C1.0 4" 2" R HANDICAP SIGN CONC CURB AND GUTTER CLASS 3A, EOP HANDICAP SIGN LOCATION (VAN) ° a \(f'c=3,000 PSI) CONCRETE � LOCATION (TYP.) j NOTES: 1.5"DIA GALV. \ 6" y 1 VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 1. FINE BROOM FINISH ALL STAIRS. RAIL TYP. 12" MIN \/ ALUMINUM. COLORS: GREEN BORDER & 2. RAIL ON BOTH SIDES OF STEPS ( ) a FACE OF LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, IF NOTED (TYP.) 13" // a CONCRETE BUMPER WHITE BACKGROUND. 3. SEE PLAN FOR RISER HEIGHT \ ° d ° Q� a a a 7 a ° " ° a PER 2% MAX. 18' 18' 6" e BLOCK ANCHOR WITH PAINTED CURB 4. MAX. CENTER TO CENTER SPACING COMPACTED ° ° © EP/ FC 5/8" REBAR IMBEDDED BETWEEN STAIR POST TO BE 6'. SUBGRADE \ VID 4 RESERVED RESERVED \\ a 24" IN GROUND PAINTED ADD CENTER POST IF NECESSARY a a SPEC. PARKING PARKING T-0" \ ° <° a a ~',~4-1 STRIPE TO MAINTAIN MAX. SPACING o O o (TYP.) EXP. � , o o � o � 0 1' OR AS SHOWN ON PLAN (TYPICAL) 0 0 0 o�\�Q\ o CONTINUE 21 B STONE WHEN NOT ALONG SIDEWALK 81 5 8' 8 8 } 10 JOINT 4" MIN. - \� o 00 %\ o BASE FROM ADJACENT y FINISHED I �� �� o PAVEMENT SECTION TYPICAL VAN 12" MIN �GRADE ACCESSIBLE ACCESSIBLE � 12" . � �V � V �\ �V �V �\/ UNDER CURB SALTY �� (TYP.) (TYP.) CONCRETE 6" 6" 2'-0" HANDICAP SPACES REGULAR SPACE $M-S500RE $pp_$5WRE X-01' 1 /2" R VDOT STANDARD CG-6 CURB & GUTTER CURB WIPE DOWN DETAIL TYPICAL PARKING SPACE DETAILS I I ° d TOW AWAY ZONE TOW AWAYZOIIE \ (MAX.) ° No Scale No Scale No Scale FINISHED 1/8" 2" R VAN GRADE WASH . ° o o 0 1 �_4n 6' ABOVE ACCESSIBLE 6' ABOVE 8" TOP OF CURB 2"" 5VARIABLE WIDTH' FINISHED FINISHED EXP. CORE DRILL CONCRETE FOR \\ 1" R MAX. CROSS SLOPE 2% a o 0 0 GRADE GRADE JOINT d 4 p 5„ HANDRAIL POST, EMBED ° NON -SLIP BROOM FINISH HANDRAIL A MINIMUM OF 6" 3" 4, d 1/8" BELOW FINISHED GRADE AND THE DEPTH OF CURB MAY BE \ \ WASH o 0 0 \ �V - \ SPACES SHALL BE IDENTIFIED BY ABOVE GRADE GROUT TO THE FULL DEPTH A MINIMUM OF 13" AND A A\\��\ \\�' o SURFACE \\ o o 0 o p o 0 0\\ SIGNS AS RESERVED FOR PHYSICALLY I I OF EMBEDMENT (TYP.) MAXIMUM OF 19" SIGNAGE NOTES: DISABLED PERSONS. PROVIDE ONE (1) R-7-8 8" 5" # 57 STONE SIGN AT EACH PARKING SPACE INDICATED ON + #3 REBAR (12" O.C.) D 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED ° ° 4 3,000 PSI AIR -ENTRAINED WHITE WITH GREEN LETTERS AND 1'-01, 9 (2) #5 REBARS, BOTTOM CONTINUOUS, D BASE CONTINUE STONE BASE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY CONCRETE VDOT A-3 CONCRETE FROM ADJACENT PAVEMENT REVISION THERE TO: T SHALL BE PLACED ON STEEL POST 1-1/2" O INTERNATIONAL WHEELCHAIR SYMBOL. SIGN 3,� A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESLAP 2'-2" AT SPLICES • °'" • SECTION UNDER CURB COMPACTED SUBGRADE 4" TYPE 21 B STONE . PAINTED BLACK SET IN MIN. 2' OF CONCRETE. COMPACTED SUBGRADE B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3" CONTROL DEVICES. ACCORDANCE WITH VDOT STANDARDS. 4" MIN. SUBBASE C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE I SPECIFICATIONS. C= 7" D. THE 2000 INTERNATIONAL FIRE CODE. ADA PARKING SIGNS EXTERIOR STAIRS VDOT STANDARD CG-3 CURB 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE CONCRETE SIDEWALK PAVEMENT SECTION FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER No Scale No Scale No Scale CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN No Scale 4" NOTE 1 ABOVE. TOP OF CURB �I R=2" 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 6' 3' INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND A.IFTAI INSPECTION FRAME W/ SOLID LID � I \/��\/\� d INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. EXIST GHADE (�� 3 CONCRETCOLLAR I LENT) ° \ \\\ \\\ a°a o 0 0 0 0 0 0 1.5" BITUMIN PLACEDN N SINGLE LRIFT) E COURSE - SM-9.5A CRUSHED STONE BEDDING I" °a p \/�\/�\ d a SURFACE SOLID WHITE LINE 24" 0 0 0 0 0 0 o g° TYPE 21 B AGGREGATE BASE COURSE 6" DI CLEANOUT 6 18" \\\\\\\\. , ° (TYP.) �c> a D00�00� 12" 1 \x//`��\� e RoeG VDOT A-3 CONCRETE \\ \\) 0 0 0 0 0 0 i pv p� pv i6/\//\//\// //\//\// //�// VDOT STD. ° `\�V �\ CONTINUE 21 B STONE BASE \/\\\\\\\/\\\\\�\\ COMPACTED SUBGRADE CLASS Al \ \ \ \ a \/X/� a ° a FROM ADJACENT PAVEMENT PLUG AT END BROWNSTONE O O O O O d a p p p p p \O\O\ \\�\\\ SECTION UNDER CURB 12 OF LINE RIPRAP \\\\\ a STD. -(VARIES) R1-1 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS VDOT STD. CLASS Al 0� o o o o UB BASEV\ 6"X12" CONCRETE BROWNSTONE RIPRAP L�\ \\o\\\\` STOP BAR DETAIL CURB NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING NO SCALE CLEANOUT DETAIL LEVEL SPREADER DETAIL VDOT STANDARD CG-2 CURB LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale v, = 1' No Scale No Scale SOLID WHITE LINE *LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS 6' LENGTH 1.5" ASPHALTIC CONCRETE SURFACE DRAINAGE AREAS FROM C5.2 6' 3' 0.5' FROM EP COURSE - SM-9.5A 5" LEVEL SPREADER: 2.5" INTERMEDIATE BASE COURSE - IM-19 6 0 0 0 0 0 0 0 0 0 0 o p o 0 Q(10) FOR PIPE 201 = 2.00 CFS (SEE CALC BOOK FOR CALCULATIONS) 000 o\\ o�oo 0 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE ° O O o\Oo\\ o\O\ L = 13 LF x 2.00 CFS INFLOW (10-YR STORM EVENT USED) = 13 o L F X 2.00 CFS = 26.00' 61 ° a d p p p2' 2' a �� TYP. TYP. \ \ \ \ \ \ \ \ S? ( ) ( )\/\/\/\ MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE �o a p O O 12" ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. COMPACTED SUBGRADE SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL a ° �� ANCHOR WITH 5/8" REBAR O\O\O\O\O \O\O\ SPREADER FOREBAYS AND FLOW SPUTTERS. IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS VDOT STD. CLASS Al BROWNSTONE RIPRAP VDOT STD. CLASS Al PRECAST CONCRETE WHEEL STOP STRIPING AND SIGNAGE DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION 6"X12" CONCRETE BROWNSTONE RIPRAP CURB No Scale No Scale No Scale R= Y4" EXISTING PAVEMENT PROPOSED PAVEMENT LEVEL SPREADER DETAIL 1„ a CONTROL JOINT SPACED 2 No Scale ` AT WIDTH OF WALK (MAXIMUM) j a_ SAWCUT THROUGH MATCH EX. CROSS EXPANSION JOINT AT MAX NOTE: PROPOSED J EX. SURFACE U w SLOPE UNLESS OTHERWISE OF 30', WITH PREMOLDED PAVEMENT MUST TIE COURSE x IN WITH EXISTING SPECIFIED ON PLANS EXPANSION FILLER w & REMOVE w PAVEMENT CONC. WALK PAVEMENT 2'MIN. PROPOSED SURFACE 2"+ COURSE d ° EXISTING e 4� d ' ° ° ° ° ° ° d . ' ° ° ° PAVEMENT 50 CM (19.7") SPECIFICATIONS d m ° d d 16.7 CM (6.6") 25 CM (9.8") UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM o 0 0 0 o O O (20" X 20" X 1" OR 40" X 40" X 1 ") y AVAILABLE IN 9 STANDARD ROLL SIZES \ \ \ \ \ ;\ \ �\ �\ �\ \ �\ \ �\ \ \ \ \ \ \ ;\ �\ MILL EX. SURFACE COURSE BASE COURSE UNIT WEIGHT - 5 10 GRAMS (18 OZ.) AGGR. COURSE OR2.0KG M4 (POUNDS) SAWCUT EX. EDGE OF PAVEMENT STRENGTH-1121 KG/CM�(1s,940PS1) COMPACTED SUBGRADE 4" 21-B STONE COLOR - BLACK RESIN - 100% RECYCLED HOPE CONCRETE SIDEWALK JOINT DETAIL PAVEMENT REPLACEMENT JOINT DETAIL PLAN No Scale No Scale GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS CG-12 CG-12 n 5 DOWELS, 8" LONG A PERMISSIBLE A SEE ENLARGEMENT BELOW AT 12" C-C 1 JOINTTRUCTION CONSITRUCTION #5 DOWELS, 8" LONG 5' MIN. JOINT 12" CW C LOW RING MULCH AS SPECIFIED 12:1 MAX x I 4'-0" m 3.3 a z MIN. 4�`Q' MIX 2:1 MAX 4' E 2.3 CM (0 9") HSUPPLIED1F FREE BY MANUFACTURER EXISTING GRADE OR GRADE g t 2' ` =- = E g x Z_ 6cM(2.4") OF PLANTING AREA, B' 1DaA,ML �y� �� -RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) - � 1Gn MAXIMUM 2:1 SLOPE RAMP Y g yAX -- MAX`B EI < o gno ° ' o° z� _COMPACTED SANDY GRAVEL ROAD BASE ^ o 13 a 95% MODIFIED PROCTOR DENSITY (SEE TABLE) TRUNCATED DOMES Q 2' o 0 0 oz A SEE SHEET 1OF 4 FOR DETAILS a ow SHOVEL DUG EDGE 2 1/4" THK. BRICK PAVERS N TRUNCATED DOMES �� 61NCHEST0121NCHES SEE SHEET 1 OF 4 FOR DETAILS oO as (DEPTH OF BASE COURSE TO BE 3/4" MORTAR SETTING o 00 AT 45' ANGLE ACCENT BAND W/TIGHT G- 4 A TYPICAL DESIGN II DETERMINED BY ON -SITE ENGINEER) BED 5'-0" MIN C 4, 0„ - - - - - SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION SHAPE TO MATCH FACE SAND SWEPT JTS. OF ROADWAY CURB �' `} III-IIIIII= - II =I COMPACTED SUBGRADE, LAWN AREA OR 4" VDOT #21A COMPACTED BACK OF CURB 48 '1 MAX. BACK OF CURB 12:1 MAX. 48:1 MAX. '-III - PAVED AREA STONE BASE 4" CONC. SLAB 20 :1 48 : 1 MAX. 11 (1 CROSSWALK 20' 1 SECTION �- F GRASS ROOT MASS 6 \-z'Mm.I � SECTION A -A TYPICAL PLACEMENT T( /4")ABOVETOPOFRINGMM \ I SECTION A A 4' GRASSPAVE2 ATTACH WITH AT INTERSECTION. I--z'MIN--j ��� M/N � WITHIN CROSSWALK PERMISSIBLE v� f ' SNAP -FIT FASTENERS ` PERMISSIBLE CONSTRUCTION f RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) c \ - a _ CONSTRUCTION JOINT JOINT � Y GRAVEL - � � � COMPACTED SAND _ 4 OSECTION B-B 5' MIN (1011 MAX) BASE COURSE a 4 oSECTION B-B 101 MAX ENLARGEMENT - SEEFULLTECHNICALSPECIFICATIONSFORCOMPOSITION \\�. NOTE: FOR GENERAL SEE SHEET 1OF04E5 ON THE DETECTABLE WARNING SURFACE, ALTERATIONS NOTE:GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHr ECT OR \o o O o o 0 0 a o NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, LANDSCAPE DESIGNER. O\ \ O\ O SEE SHEET tOF 4. O o O O O A 4' SQUARE LANDING \O \ O AREA OUTSIDE OF TRAVE 5WAY SHA L II " NOTE: 1. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREA (FOR CONTAINMENT). 2. TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN _ AREAS & SHALL CREATE SMOOTH & EVEN LINES (AS INDICATED COMPACTED SUBGRADE ON THE PLANS). - 95% S.P.D. J BE PROVIDED WITHIN = THE MARKED Q TI TYPICAL GRASSPAVE2 DETAIL �Q CROSSWALK AREA. 3� 1 o 1opX 5' MIN O o- _j =Gn CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES NOT TO SCALE U (/ i -T A 4' SQUARE LANDING AREA Q E - OUTSIDE OF TRAVELWAY 16265 E. 33RD DR., SUITE 20 SHALL BE PROVIDED FOR CROSSWALK Of CROSSWALK AURORA, CO10 OR 3-233 CROSSWALK PERPENDICULAR CROSSWALK Ifll Ifll Ifll 800-233-233-15 303-233-8383 _ FAX: 800-233-1522 OR WITHIN THE MARKED 303-233-8282 CROSSWALK AREA. TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT w Jnvisiblestr"ctures.com AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION �PDE 18DbleSWGctures,Inc. rev.1/18 NOTE: WITHIN(WITH. CROSSWALK IITH BUFOFERWALK STRIP) THE REQUIRED LENGTH OF A PARALLEL RAMP NOTE. IS LIMITED TO 15 FEET, REGARDLESS OF THE THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING SLOPE. CONSTRUCTION, 6FEETFORALTERATIONS. WIDE) REQUIRED TPOF TION$RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONTRACTOR TO PROVIDE A SPECIFICATION SHEET 3 OF 4 SPECIFICATION SHEET 2 OF 4 MIN. OF 10" TYPE 21-B REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV. 7/05 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A (2223) DENOTES REINFORCED TURF PAVERS ON PLANS MULCH EDGING DETAIL BRICK BANDING DETAIL VDOT STD CG-12 CURB REINFORCED TURF DETAIL 1" = 1' 1.5" = 1' No Scale No Scale TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 U w CD 00 N N a Z_ C� C� CD m CD O� Luj]f o a d 2 X Lu wa LLI LL. co A0 L0 ww O o 0- CRATGW J. IKOT.ARSKI Lic. Into. 0402048507 . 612412020 . ANAL; r� O U W U Lu H U a Lu J Lu U) 2 Lu a, Ln m 06 n cm N Q N `Q` Q r M Z W CD >m N ♦♦Q 0 00 W cv m z c C J Q o Q 0 = c 0 � Lt V � in J CD 0 o 0 W�=DV Z Jv� 0 J w LU W W ~ Lu mV r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS NOTES AND DETAILS 0 a Q a v 0 N O N N 0 0 a) 0 a 3 x U v N f c� 0 E �I of cm m ry w a) N V M O \ \ \ r APPROX. LOCATION OF 4" D.L WATERLINE , COMPILED PROPERTY LINE PID: 087BO-00-00-0 1200 , LEGEND I 1 r- �'\ ;, \ \ ,'' \- MCLAUGHLIN LIVING TRUST 30' PRESCRIPTIVE VOOT ZONE: RA , ® WATER VALVE I R. 0. W. EASEMENT 0.72 AC r ® WATER METER ^ \ �� \ o ROOF DRAIN / DOWNSPOUT ® CLEAN -OUT OD STORM DRAINAGE (SD) MANHOLE —0 DRAINAGE FLOW DIRECTION I / / / r / _ - - \ 1 I / 1 \ `- - PID: 087BO-00-00-01000 RCP REINFORCED CONCRETE PIPE MCLA UGHL IN LIVING I CMP CORRUGATED METAL PIPE ® TELECOM PEDESTAL / / / / / / 1 p� ` - - - - _ ��I 1► I , TRUST C/O DANIEL H / / / / / / 1p r 1 0°� -- _ - _ �_ I I 1 h - , \ \ MCLAUGHLIN & TERESE N 0 UTILITY POLE / r / r � / ' / / / / , � 1 �p ��,�e-\ I � < GUY WIRE r / / r 6 / r ' - _ _ - I 1 ` 1 I I � ,\h -I, � MCLAUGHUN ® POWER / HVAC STRUCTURE, AS NOTED , ' / / / / �' / 10 / / / , r r / �,� _ _ _ _ _ \\ I I �1 1 , ` \ ZONE. RA / r ,' p� ph / 1 = \ 0.91 AC O.* LIGHT POLE / , / 1 1 ( ELECTRIC METER / ' ti 1pp / r / r / / ,' r 713 - _ _ _ __ _ _ _�� \\ \ 12 RCP W/61 HW INV=7y9.10 \ \ Qu UTILITY LID (FUEL TANK COVER) pp '\ / / r / , / / , r 11� __ _ _ -� / = SIGN 1p , , / , r 115 _\ ` I CO _ / ^� ' E- P APPROX. L OCATION OF 4" SOIL TEST BORING ,' ,' i' / / ,' ' / / / i �' ,' / - 716 - - - - _ _ _ _ ��a / All, � � i � / ` D.L WATERLINE o SANITARY DF. JUNCTION BOX1`Lo / ' H/zz ❑t ELECTRIC BOX ' ��Fv,s,F y / , / UST / - _ _ _ _ - \ \� _ 1L , �iQO T /''OOP Row DECIDUOUS TREE , ' \ 1 _ (� CONIFEROUS TREE , . / / �\ - - - / - _ , ` 12" R�P / 725 " - _ ` _0 \ HANDICAP PARKING DN P 15' PRESCRIPTI VE VD'C37�� _ _ _ _ _ o l� TER 721 W. R.O. EASEMENT - _ VAL -VE (3 - — —UGP— - UNDERGROUND POWER UTILITY , - ' , - ' , - - . - ' , - ' _ - - ' - -� i _ _ _ _ - - ' _ _ - - \ / / ` �� ; ` - _ = - , , \ \ \ NP L - _ - + PID: 087BO-00-00-01OA0 COUNTY OF ALBEMARLE _ \ o _ 16°MAPLE z\ , CEP y' �- SCHOOL BOARD oHP OVERHEAD POWER UTILITY r '\ / - - / NP / RT�L7jF ,-'� ,�' �',,-'� / \-� OY\ // /� / \ / �' / / SHP �_ \ -`-__- ZONE. RA X FENCE -LINE - - ' - ' / ' / / r ' \ / / / ' / / SNP / P / � � � .123 / �� . DB. 706, PG, 497 E d - _ .17AC EDGEOFPAVEMENT(EP) oNl r _'� \ �` ° TREE -LINE / / l P l - 725 - - - oN - l / - 6" DOGWOOD - - - - - - - - - - - - HANDRAIL 9 �' - - 30"OAK 24'rMAPLE- 'IMP ,---- ---W--- WATERLINE 009 �� P5 �,� 726___----- 3o"oAK- �0 , �/ �' 6" DOGWOOD' / DITCH LINE I / 0� / / / t)A 00 �J�J� _ EIL SIGN / �0 SRO P�\725 ' / / - 24 _OAfC - - 8 DOGWOOD I \ I / k IL"RED HILL EL EM. SCHOOL v SIGN I / l / / / G\.P / a\ / Q SWL SOLID WHITE LINE (ROAD STRIPE) / / o�P / / / / / PLANTER W/ / \�,� �J\ TIMB,�R WALLS I / 12"MAPLE @ BOLLARD / / / / / / / // RP�P �0aROO / � / � � � I l EG EDGE OF GRAVEL / / / -_ ¢ \ I \ FLAGPOLE / - CO / CG CURB AND GUTTER / / P / / �\�0c>` / / G�PSS / �� \\ �h �m CC CONCRETE CURB / / / 0� / / / / / / / / / �0 / // \` \\� / Ij \ ` \ a CONC. DENOTES END OF INFORMATION // / NCRETE/ 11\0 �� ,�``� ^cb I �uGP _ 00RP�P �Qg ,' \\ \ �G \ 00 �a OR CONNECTION UNKNOWN / / �h � / / / �r1p / �VtJ`\� 000 51 \\ i _ �� �� \ I / / / \ �9 I 4" 6" DOGWOOD(2) D.B. DEED BOOK / '� / ti \ , \ G 7 , _ \ PG. PAGE / ONP // ��11�1 // AQN / ASPHALT �' // \\ ~E=CK - LSA LANDSCAPED AREA ^ 00 / 0 / // / / / // GQ 1 / 2HC N SPACES 14 PINE \ " 0 OO O (F) PROPERTY CORNER / MONUMENT FOUND, P / /' '`' /p / / / / / / G S \ AS NOTED / r l'Z 00 �O p BENCH CANOPY �O 1� ,` CONC. I ABANDONED / / \ \/ GRAVEL \ / FUEL PUMP 14' GATE / / / / JG / O , \ \ / CONC CG / (CAPPED) // oh ,gyp / P / // // / / / / / / // I /�� � . _-`--__ 727 !� - O\A 6' (W) DBL. DOOR ' ® N FFE=72728' OOP / / / a / o / 3' (W) DOOR \ I 4 X 4 STEEL _ _ - - 0O O SEPTIC ' I FFE=72718' I COLUMNS-(Typ) \ / COVERS/0 OOP // / r// /// // // / n� r� r' // // // (4) / O I /� �'O \� l I Q. � ! o 3' (W) DOOR PID: 08700-00-00-06WO r / / 1� / / / / / / / r / a FFE=727.28' r / / /C`OUNTYOFALBEA4ARLE SCHOOL BOARD 1 'STEPPED CANOf�Y BRICK WALL "RED HILL ELEM SCHOOL " / / / / / ' v / / / \ I \ DB. 5041 PG. 343 4/55AC �/ / // i' r/ /30"OAK DOOR 14"DOUPLEDEC. FFE=727.22' !1I �GONC \ _ \ \I V ' \ 8'KNEE WALL / , / / / / ON CONC. PADS 3' (W) DOOR ! Q I 4' (H) (TYP) FFE=72723' 6' (W) DBL. DOOR SEPTIC FFE=727.20' O i Qn k / _ VER, 6 OAK 3' (W) DOOR / 11 METAL I / ° SD INLET W/GRATE 6' (W) DBL. DOOR \ r FFE=725.24' FFE=727.24' l� STAIRS / / MAl4'LE O7 725 0`1 / " NV OUT= 22.35' 12" RCP (SIN) O / / 3' (W) DOOR EQUIPMENT FFE=72523' ENCLOSURE I \ 1 I 1N1 �h x r,/ / I _-- \ 1 I r 1 / i I / \ CONC \ r r/ I / / - 729 24" OAK l \ 6' (W) DBL. DOOR 6' (W) DBL. DOOR \ i L SA I /It 3' (W) DOOR FFE=725.21' FFE=72729' /j - I I / z FFE=725.24' D9Gw DOOR OODS r� SANITARY DFJU CTION BOX, FFE=725.24' ( / ° FFE=727.27' Ti \ 1 I ! ITLAGGED BY OERS (TYP) 1 \ \ 6' (W) DBL. DOOR � 4 / � ) FFE=725.23' \ 3' (W) DOOR /jr / / ?rt 1 I l Ik / SD INLET W/GRATE \ 1 1 1 ! ! I I 1 \ FFE=727.22' �i I I TOP=723.16 \ 1 1 1 1 I !I ( I I \ 1 3' (W) DOOR S� \ N I r , , _ _ _ I INV IN = 720.95' 12"RCP (NE) 1 FFE=723.20' � - - - I I I INV OUT = 720.64' 15" RCP (SW) G" +4�H� CK WA3'(W) DOOR 3'(W) DOOR Como! I FFE=723.20' 6'(W) DBL. DOOR FFE=725.23' \ \ \ \ \ \ \ \ 1 - 728 I I I I 1 \ FFE=725.26' WALL I I 5 110" BLOCK 14"MAPLE FUEL OQU II / i 1 I +5'(H) rr'I SDMH CO ERS, � i ' I I / r TOP= 725.79' INV IN= 720.16' 8" PVC (NW) PLAYHOUSEINV IN=720.17'15" _ b I 1 LEVEL S I �/RB CONc Sw/r \ / ► r' / o INV OUT=720.01 5CRCP (SE) N\ \ I I I CONC. 3' (W) DOOR CINDER BLOCK FACILITY FFE=719.24' "REDHILL ELEMENTARY \ SCHOOL " 1 I 1 - 727� I iI i It/<lilp ` �I 3' (W) DOOR I I \ I a / I 6' (W) DBL. DOOR FFE=725.26' * a FFE=719.24' \ \ \ \ / 3' W DOOR I / / \ \ ► k ° PID: 08700-00-00-06400 \ \ \ 24" DfC. THE \ 1 1 I I I / I \ ` 1 / I ( ) I 726 - \ I PLAYGROU(D FFE=725.21' I I 37 f \ AREA _ / JAMES F. POWELL, JR. I t� \ \ \ \ r \ I I 2 h'C PqR \ I I I ZONE: RA \ � I KING S/'�i CEs � l I � � �28 DB. 2246, PG. 461 N 3' (W) DOOR 3' (W) DOOR / I I - 1 1 � FFE=725:25' ^ 1 1 FFE=72524' SHED I I I 1 \ CONC. FE (H) � CHAINLINK CE \ \ \ \ \ 8„PVC CONC. I CONC. 1 II \ \ \ \ \ \ INV=1713.3\4' PLAYGROUND AREA 1 \ a 1 �'� , \ ii 724---- 18" DEC. TREE I \ \ / \ UGP , \\ \ \\ I \ It _ �UGP� _\, 4\ \ x I III _ ! ' /Ary SDMH TOP= 724.21' INV 1N=719.36' 15" RCP (NW) 14 PARKING SPACES INV OUT= 719.28' 15" RCP (SE) B�PVC i\ \ \ \ \ \ r \ \ \ x \ / / =712.82' \ \ \ \ 22, I ��\\ I a ,--723 EP N ��X� 7 _ _ - _ _ _ - RB ��� \� CON >>S , \ I \ 21 - - - CHA/NL/NKFENCE 6�(H) XG \ \ \ \ - _ _ x� - BASKETBALL - - _ S/ ED 720 GOAL (TYP) PRESERVED - - \\\�-----____ \\\�\\\------ - �x - -�XT� --__( ) CRITICAL SLOPES D r' BLO \\ EP - I --- _ _ _ C \\ \ \\ \\ \\ \ \ \ \ \ \ o� \ �\ \ I �\\-_-----_ 719 ---- \—x - _--- \ \ �x� (TYPICAL) - J Sj� ��� 14"DEC. TREE SD CURB INLET \ \ \ \ \ \ \ `\ �� \\�- \ --- \� 718 -__--- `-- �x— SHED � I TOP=722.26' , o \ \ _- _ _ , _ - _ _ �x�/ l INV OUT= 718.25 15 CMP (SE) \ \ \\ \ \\ \ \ \\ \ �X �\ X �— _` X� ------ \ "t✓!S` / 18:DEC.TREE SCALE 1 "=20' 0 20' 40' 0 00 N N Q z_ C� C� 00 0o c7) >; Ocy) Luj]f o Q d 2 wX O Lu �� cnU) `'' w w d- - Lu- U7 W J 3: O U) O Lo o 0- 2 CR G Vl X. LO"fATZSKI > Lic. No. 0402048517 i eD r� L u a, 06 ti Lc) N N Q M N Q Q � M Z O W CD >m N Q 0 4t CD m 04 00 W cv m m O J Q Q o 0 = CD0 � V � O 0 cl) O �— 0 W 4t Z = JvU� �=DV J ) w _j 1 Ca ,Lu W G W ~ Lu m r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS EXISTING CONDITIONS C2. 0 m 0 Q a a 4 O N O N N co 0 w 0 a 3 0 0 N U 0 E T 0 0 0 ro ry U) w a N V V M O D.I. WATERLINE COMPILED PROPERTY LINE PID.• 087B0-00-00-01200 NOTE: REFER TO PHASING PLAN SHEET C0.1 MCLAUGHLIN LIVING TRUST 30 PRESCRIPTIVE VDOT ZONE. RA I R.O. W EASEMENT 0.72 AC i \ \ OVERHEAD POWER LINE TO BE RELOCATED UNDERGROUND. ' COORDINATED WITH UTILITY PROVIDER I I `FOR TO THE START OF CONSTRUCTION. _ _ I I PID: 087BO-00-00-01000 � I _ _- _- _- _- I 112 SAWCUT AND REMOVE 1' OF ASPHALT TO MATCH MCLAUGHLIN LIVING i TRUST C/O DANIEL H PAVEMENT SHOWN ON C4.0. MCLAUGHLIN & TERESE N 0 �1, MCLAUGHLIN A ��1 \ \ ZONE: RA I _ , REMOVE PORTION OF _ _� _\ \ . I I REMOVE � -- 0.91 AC _ _ 12 RCP W/6 HW --I,1, STORM PIPE I INV=719.10 SIGN APPROX. LOCATION OF4" UNDERGROUND TELEPHONE E I. D.WATERLINE LEGEND: REMOVE HARDSCAPE & GRAVEL CLEAR AND GRUB \\\ WOODED AREA REMOVE TREE - - - - - - SAW CUT CURB SIDEWALK OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT NEAREST JOINT) NOTE: SIGNS REMOVED ARE TO BE RETURNED TO OWNER TO BE RELOCATED. CUNTr5^UTOR RED TO COORDINATE RELOCATION WITH UTILITY PROVIDER ACCORD I N G LY\\ ` _ SC O4 R0�90 ONP CLEAR AND GRUB \\\\'�\\\ \\k\\\\\ \�\\\\\\\\ \\\ `� 12" R P / 725 OVERHEAD POWER LINE TO\\\\\ \�\\\\\\\\ \ \\\�\\\\\�\\\\\\\ WOODED AREA \\`�\\\\'�\\\\\\\ >c\\\\ \�\\\\\\\h\\\\\\ BE RELOCATEDN. � \'�\\��\\ -UNDERGROUND. COORD IPIAT� REMOVE POLE \�'�\\\\\\�\ \\\k\\ \\\\\\ \\\\\\\k\\\\\\\\\\\\\\ \\ \ = \ P 15' PRESCRIPTIVE VDdT' - o VDSq TER WITH UTI LLTY F�OVI DER \\ \�� 00\ / _ `- _ AND GUY WIRE \\\\\\\\� \� \\\\\ ,' \ ON R.O.W. EASEMENT VA_LVE(3 _ - - - PRIOR"TO THE START O� _ \\\\ , - - \ _ COUNTY OF ALBEMA RLE CONSTRUCTION �NO\� \ oyP \\ O\\ 16°MAPLE \\\� - \ \ \ �L HP \EP �- ''` = / \ \ y' SCHOOL BOARD COMPILED PROPERIY-LTN , , , - , - �C\\\O\ \\\\\\\\\\\ \�\\\ , / / P - i �Hp IN _ - \ ` ` - - - �_ ZONE.- RA ' DB. 706, PG. 497 T .17 AC \\\\\\\\\\�\\\\�C / .1REMOVE SANITARY o OH� \ \ o SEWER STRUCTURE 0 / ' H ONP ` _ _ / / 725 , . 724 6" DOGWOOD 30"OAK _ � I RELOCATE EXISTING / / � SIGN \ TELECOM AND / TO REMAIN l - - _ _ _ - - - 24-A APLE EXISTING POL __ O ' �S / UNDERGROUND LINE a 30"OAK \ 'Plp: 08700-QO-00-060AOI / I /� 00� , P5 J RELOCATE / 126 - _ - - - - - - / - - - - _ _ - - a ' \` - �A� — / G'OUNTYOrt ALBEMAR E / I / I \AP / 0 �� 6"DOGwoOD SCHOOLBOARD � / I / � 0/ / REMOVE 00 / \�Q�S � � � � GUY WIRE / � - , / / / t�0 5R0 �� / _ 8 DOGWOOD I \ \�I k RED HILL ELEM. SCHOOL ETAL SIGN Z�7NE.• R,4 / l I / / l / / / � GAPS P REMOVE � � I 725 „ D�. 2. 8, PG. 503 / I l / NP / / PLANTER W/ \ 12 REMOVE PAVEMENT 2.88 AC / / / � 0 / E TIMBER WALLS I � // / // P 00 /REMOVE SANITARY ' MARKINGS / 12"MAPLE �i \ � SEWER STRUCTURE 0 P \ ,��� �� I \ FLAGPOLE , - I Uj �\ \AP \� Cif' \ I / O / \ REMOVE \� REMOVE LIGH� 0 �REMOVE ucp c>` \ / FIXTURE I\ I ` `� O 3 �1\ // k P �J — � � � / / \ \ �-9�CG� / � 75 S ` 4'= 6" DOGWOOD(2) \�P / g a �`tiry ASPHALT / ` / E= CK I ( / N0 r o AVI��� / / ONTRACTOR TO REN}OVE ALL / 'DA 00 _ ' � _ I O � / THREE (3) MOBILE CLASSROOMS / GP / 00 SRO P5 N 2 NC SPACES \ 14" PINE / I / '\ / AND ASSOCIATED FE�TURES TO / L A / �� G REMOVE BENCH AND \ y' _ / \ r I I I ,� o\�P / r / INCLUDE DECKS, RAMPS / / / �P I � / , REMOVED OVERH �/ RP \ RETURN TO OWNER '� / / a FOUNDATIONS, UTILITIES ETC. / / / E POWER LINE TO BE / 0 00 CH CANOPY r\ // ^ /UNDERGROUND. // / �/�� GRAVEL \� _ CONC. /l ONE 14'GATE 00? / I / � COORDINATED WITH FUEL P / O ' \ °sue UTILITY PROVIDER PRIOR/ REMOVE EXISTING J�'e / \ \ _CO/vC CG Il 'co CONIC. (CAPPED) TO THE START OF / / UNDERGROUND // CONSTRUCTION. / REMOVE EXISTING o\AP / / / / / POWER LINE UNDERGROUND POWER LINE N CIA / \ O\A? / / a / / / s /r oP / / / OOO 3' (W) DOOR I REMOVE RIP RAP. LOCATE AND 4"X 4" STEEL / SEPTIC fl FFE=72718' _ I PRESERVE AND STORM PIPES COLUMNS-(TY)") O \ / O AND TIE TO PROPOSED BUILDING COVERS/ . (4) O ' STORM PIPES PER PLUMBING PLANS. 3' (W) DOOR P.ID: 08700-00-00-06WO O / / � / a FFE=727.28' led UNTY OFALBEMARLE U GQ / / / , / ' / _ i 'C SCHOOL BOAT RD / s-o J / / / \/ 1 ' STEPPED /I \ 'RED HILL ELEM SCHOOL" / PROTECT / / ` DRAINAGE / CA/I BRICK WALL _ S' / , / / / DB. 5041 PG. 343 , � � , / EXISTING TREE ---- h \ REMOVE KNEE WALL FEATURE 4155AC / '� / 1�' PER BUILDING TO REMAIN 1 \ LOCATE SANITARY CLEANOUT /30"OAK / \ DEMOLITION PLAN / _ / / / 3' W DOOR 14"DOUPLEDEC. AND SEWER TO THIS POINT AND / / / , REMOVE POLE r , / REMOVE FFE 727.22' TIE TO PROPOSED BUILDING l �,CONc. \ - _ \I 00 V I \ AND GUY WIRE ' / 8 " (W) KNEE WALL SANITARY PER PLUMBING PLANS. PROTECT ON CONC. PADS 3' (W) DOOR EXISTING TREE / / 4'(H) (TYP) FFF=72723' O REMOVE KNEE WALL 6' = DBL. DOOR FFE=727.20' CQVER� ' / I PER BUILDING DEMOLITION PLAN / � OOAK 3' (W) DOOR 6' (W) DBL. DOOR I l METAL �� i l — - __ _ Q (3') k r SD INLET W/GRATE FFE=725.24' FFE=727.24' l� STAIRS , ' MAPLE ' a / �,.�' I I I / / / O/ / ' / l I 725 — ry ^ TOP=726.35' I I _ _ _ - - J O ^ , / -- I INV OUT= 722.35 12 RCP (SW) / 3' (W) DOOR EQUIPMENT / / / ( - / PROTECT / I I FFE=725.23' ENCLOSURE r\ \ I ^ 1N1 ,�g� , /EXISTING TREE / / REMOVE KNEE WALL \ /,/ / / I _ _ _ _ - - - 729 1 / I I I \ PER BUILDING DEMOLITION PLAN CoNC \ / \ I I I \ 6' (DBL. DOOR W) 6' (W) DBL. DOOR I I 24"OAK 3'(W)DOOR FFE=725.21' FFE=72729' `I _ �ry� LSA I I I / o FFE=725.24' \ D9GW pODs (5I 11 - \ I I I I I I I \ I \ \ 3' (W) DOOR , / 3' (W) DOOR \ I 1 I I I SANITARY DF. JUkCTION BOX, \ \ , FFE=725.24' , FFE=727.2T 6' W DBL. DOOR 1 \ 1 1 I I I I (FLAGGED BY OTi ERS (TYP) I \ O REMOVE KNEE WALL FFE=725.23' s \ 3' (W) DOOR rr `� / 1 / IX / SD INLET W/GRATE FFE=727.22' TOP=723.16' Xi I PER BUILDING DEMOLITION PLAN b I I INV IN = 720.95' 12"RCP NE 3' (W) DOOR >>/ _ _ , _\ N I ( ) I FFE=723.20' ` \ ' INV OUT = 720.64' 15" RCP SIN / I %� 10"BLOCKWALL ( \ I\ \ \ \1 I I N 1 3' (W) DOOR 3' (W) DOOR 0- CONIC +4 I (H) FFE=723.20' 6'(W) DBL. DOOR FFE=725.23' 728 FFE=725.26' 14"MAPLE �Q10" BLOCK WAL,L I I 1Q / SDMH col,+5 (H) TOP= 725.79' \ INV 11 720.16' NIN8" PVC WOODEN \kRs �'i � / r / ( ) PLAYHOUSE co I a INV /N=720.17 15 RCP (NE) `b 1 LEVEL \ I I t'` I I I / _ \ I I , o INV OUT= 720.01' 15" RCP (SE) CONC. 3' (W) DOOR CINDER BLOCK FACILITY REDHILL ELEMENTARY 111/ I FFE=71 � 24' "�- - - SCHOOL" TO REMAIN \ \ - 727 r 1' oREM / / v v v \ 6' (W) DBL. DOOR � FFE=) DOOR FFE=719.24' \ I \ \ I O \ ` 24 LAC. TR�L I \ 1 kt I ' I \ (SEE ARCHIT CTURAL PLANS) l l I 3' (W) DOOR I 1i ` 726 - - - _ I I PID: 08700-00-00-06400 \ \ \ \ 1 1 I I I I l PLAYGROU{D FFE=725.2P I 3,7 \ I II W JAMES F. POWELL, JR. I I I 2 HC P,gA,K/N \ I I I W ZONE: RA l l I AREA DB. 2246, PG. 461 I G SPq CES \ I ` 728 _ 3' (W) DOOR � I _ N 3' (W) DOOR _ I FFE=72.5 24' FFE=725.25' SHE \ x I I 2s \ I I EMOVE PORTION OF I x a \\ \ \ ► I I \ I I \ I I CHAINLINK FENCE It FENCE TO ► II o / � \ ` I\ 1\ \ \ \ _ -- _ _ j I II REMAIN V \ \ \ I \ ` \ - o - 7 HAINLINK a I I SAWCUT CONC. ` \ FE CE 9'(H) I CURB l I I II 1 \\ \ \1 \\8„PVC I 1 \ \\ II \Yii \ . \ SAWCUT \ \ \ /� \ - ` CONIC. I CONC. - x / \ 01 X It REMOVE PAVEMENT PLAYGROUND \ / / I\ I I REMOVE I AREA \ \ \ 1 STRIPING I % \ a \ I � / � \ CURB 18" DEC. TREE \ \ \\ I \ IT \ STRUCTURE TOP I SAWCUT AND REMOVE 1 / l \ I \ \ I 1 I TO BE LOWERED I I h' t\, ` \ \ x I I OF ASPHALT TO MATCH FINAL PAVEMENT SHOWN ON C4.0. s\ l /'��' SDMH TO MATCHGRADE �Ur,G O l TOP= 724.21' \ \ I REMOVE EXISTING REMOVE CURB I / INV IN=719.36' 15" RCP (NW) CHAINLINK FENCE I 14 PARKING SPACES\\ UGp I r ( ) I INV OUT= 719.28' 15"RCP SE SAWCUT CURB 8'I PVC \ v V v v v 1 V v v v 1t11'V=712.82 v v `� -723-- - \ \ v v v v v v \ v v \ a T \ \ X� ��X� \ 721 CONIC. I ' / >>S `� �� \---CHA/NL/NKFEN\` x�� -`-__B I \ - _ FENCE _ 4 O ® _ \ � H _ x- \ 6'Y ` BASKETBALL - - SHED —720 _ �� `-___1 ` GOAL T PRESERVED --- � ,r \ I I \ \ \ \ \ - - - - ` - _ - 719 _ _ - — T �EMAIN o �x CRITICAL SLOPES - \ \ \ \ - (TYPICAL) 84 CA ��� I 14"DEC. TREE SD CURB INLET 4D \ �x ED ----- TOP=722,26' \\ CD\ \\ \\ \\ \ \ \ \\ \ `_ \\\ `\ ------ `\_----- \ �x� \\\ INV OUT=718.2515 CMP(SE) __ \ \ \ \ -�X `\ \X �— X�-— —X�--------- 18:DEC. TREE l M OD 0 Q z SCALE 1 "=20NOR 0 20' 40' 0 00 N N Q Z c� �00 m a) >; Z O M Lu E 7c) ()f o Q IT W Q O LL Lu 0� C6 Lu U Y � _ < of M >_ H U) W —I 3: O U) L a 2 1, C ) CRAIG W 1 KOT.ARSKI Lic. Into. 0402048507 r O Lu m L0 06 ti um) N N p M CN a Q r M Z Lu O N N >m ♦♦a^^ V cv `` a 0 0 LLI N m z O J a 6 C) 0 � 0 C Q o uj Z = U Jv�� J i Lu �aW W � LLB ~ W r co Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS DEMOLITION PLAN 211 m \ \ \ \ \ \>S SST \ B c \ COMPILED PROPERTY LINE PID: 08700-00-00-060A0 COUNTY OF ALBEMARLE SCHOOL BOARD ZONE.- RA DB. 508, PG. 503 2.88 AC , APPROX. LOCATION OF 4" \ - D.I. WATERLINE COMPILED PROPERTY LINE PID: 087BO-00-00-01200 ---- - - - - MCLAUGHLIN LIVING TRUST 30' PRESCRIPTIVE VDC�T ZONE. RA I R.O. W EASEMENT 0 72AC ' APPROX. LOCATION OF EXSIT. WATERLINE. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. WIPE DOWN CURB, (TYP.) I 20 FT WIDE EMERGENCY VEHICLE ACCESS ROAD (REINFORCED TURF) (2) 6" SCH. 40 PVC CONDUITS FOR POWER CONTRACTOR SHALL COORDINATE LOCATION AND CONSTRUCTION OF NEW POWER POLE AND UNDERGROUND UTILITY LINES WITH UTILITY PROVIDER PRIOR TO BEGINNING CONSTRUCTION k APPROX. LOCATION OF LIGHT POLE. REFERJ,O PHOTOMETRIC PLAN FOR ADDITIONAL INFORMATION (TYP.) P � ON SEPTIC FLOW EQUALIZATION PUMP TANKS a (SEE C8.0 SERIES SHEETS) ON? IoNP or' ON? ONP n PID: 08700-00-00-06100 I COUNTY OF ALBEMARLE SCHOOL BOARD "RED HILL ELEM SCHOOL" DB. 504, PG. 343 4.55 AC PROTECT TREE BRICK BANDING SEE DETAIL ON SHEET C1.1 SANITARY DF. JUNCTION BOX, FLAGGED BY OTHERS (TYP) *T nnn nnnp PROTECT TREE PROTECT TREE SEPTIC O COVERS O3) 0 _������w mM PROTECT TREE 3' (W) DOOR FFE=723.20' 3' (W) DOOR FFE=723.20' _ IX X, o I X� I I 0 O SEPTIC COVERS O () 3' (W) DOOR FFE=725.24' 3' (W) DOOR FFE=725.24' 6' (W) DBL. DOOR FFE=725.26' 3' (W) DOOR 3' (W) DOOR FFE=725.24' 3' (W) DOOR FFE=725.23' I ILEGEND: I CONCRETE SIDEWALK IIII-III=III MULCH PID. 087BO-00-00-01000 MCLAUGHLIN LIVING HEAVY DUTY ASPHALT 00 TIE PROPOSED ASPHALT TO EXISTING TRUST C/O DANIEL H cN �- PAVEMENT IN ACCORDANCE WITH MCLAUGHLIN & TERESE N Q MCLAUGHLIN LIGHT DUTY ASPHALT Z_ REPLACEMENT DETAIL (TYP.) ZONE: RA O \ 0.91 AC I \ VDOT STD. R1-1 STOP / REINFORCED TURF w- > �—�-- SIGN N APPROX. LOCATION OF4" co °O D.I. WATERLINE i i� MILL AND OVERLAY Z co� , O j]f CD uu OH _ �- X O Lu oHP 15'PRESCRIPTIVE VDdT'= o WATER U R. O. W. EASEMENT ' _ _ VA_L VE (3 w HYPE B, CLASS 1 WHIT - ---_ 159.61' _ _ PID: 087BO-00-00-01OA0 w 4 ~ PAVE MENTLfN€� -,� -� -- OHP -� _ + COUNTY OF ALBEMARLE dam- U MARKING, 24" WIDTH --- y' SCHOOL BOARD 0 zj- < Q o ZONE. RA >_ 3G-12 DB. 706, PG. 497 w Lu H .17 AC w w o - o 3: O O RELOCATE GUY WIRE. 7- ti CONTRACTOR TO COORDINATE 3'(W)DOOR TIE TO EXISTING FFE=72718' o�SIDEWALK 3' (W) DOOR \ FFE=727.28' 3' (W) DOOR FFE=727.22' 3' (W) DOOR FFE=72723' 6' (W) DBL. DOOR FFE=727.20' 6' (W) DBL. DOOR FFE=727.24' 6' (W) DBL. DOOR 6' (W) DBL. DOOR FFE=725.2V FFE=72729' 6' (W) DBL. DOOR FFE=725.23' 3' (W) DOOR FFE=725.23' 1 LEVEL CINDER BLOCK FACILITY "REDHILL ELEMENTARY SCHOOL" 4 UMMIN LIIVm rCIVIiC "NO PARKING FIRE LANE" SIGN � 12' VEHICLE ACCESS GATE SPACE TO BE STRIPED T PEDESTRIAN ACCESS \WHEEL STOP (TYP.) —x- EDGE OF PAVEMENT TIE NEW CURB AND GUTTER TO EX. AND TO INLET RELOCATE UNDER GROUND TELECOMMUNICATION LINES. CONTRACTOR TO COORDINATE RELOCATION WITH THE CURRENT UTILITY SERVICE PROVIDER. TIES EXISTING SIDEWAt/K� vA EXISTING CAN TO REMAIN PROVIDE STRIPING C& FOR 3 PARKING / SPACES 14' GATE ®C3 s' k i Op/ � I ' I x I'STEPPED / BRICK WALL 0 - I li i /X ICK WAl_!_ 0 CG-12 ADA PARKING SIGNS 9U" BLOCK WALL k +5 (H) / / z 0 z I k o / PID: 08700-00-00-06400 6 PARKING SPOTS UNTIL JAMES F POWELL, JR. TEMPORARY TRAILER IS / ZONE: RA REMOVED (2 ADA SPACES) DB. 2246, PG. 461 �x ' o I I i 2 i � / o � I I a 0 14 PARKING SPOTS UNTIL TEMPORARY TRAILER IS REMOVED NOTES: jl 1. CONTRACTOR SHALL PROVIDE CONDUITS FOR FIRE, DATA o BLOCK a `®� ��\' — - AND FIBER OPTIC LINES TO SERVICE THE TEMPORARY ® TRAILER. REFER TO ARCHITECTURAL DRAWINGS FOR PRESERVED SyEO ��\�\ I! / ADDITIONAL INFORMATION AND FINAL NUMBER OF CRITICAL SLOPES BLOCK �� CONDUITS (SHEET E0.3). CONTRACTOR SHALL REPAIR AND co X� _�X (TYPICAL) SHED �\ REPLACE ALL ASPHALT REMOVED FOR THE INSTALLATION 00 OF TELECOMMUNICATION CONDUITS. CONTRACTOR SHALL Q CONFORM TO ALL MATERIAL AND CONSTRUCTION METHODS z OUTLINED IN THE 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS. SCALE 1 "=20' NOR 0 20' 40' TELECOMM. RAMP WITH HANDRIAL TO BE CONDUITS PROVIDED BY OWNER (SEE NOTE #1) TEMPORARY TRAILER TO BE PROVIDED BY OWNER - \ SHED "NO PARKING / FIRE LANE" SIGN I o J WATER -FILLED BARRICADE (BY CONTRACTOR) '�! WATER -FILLED BARRICADE (BY CONTRACTOR) Z2.5' TIE PROPOSED ASPHALT TO EXISTING PAVEMENT IN ACCORDANCE WITH REPLACEMENT DETAIL (TYP.) CR YR"r W X. LO'FARSKI - Lic. No. 040204850 612412020 O ;z L u a, 06 ti L0 N cv Q N j Mo z W N N>m a1' 4 v i 04 00 W cv m z O J Q Q C 0 = c 0 R:r Ll ow J C 0 cl) C) z = W4t=D 0 J 0 0 cl) U J ) w _j 1 Ca ,Lu W G W W ~ W r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS LAYOUT AND UTILITY PLAN C4. 0 0 a a Q a r 0 N 0 N N Q0 c O a 0 a 3 a rr a c� U v N 7r f 0 :_ 0I c m ry w 'I a) N V M O It BROWNSTONE LIEVE \\ SPREADER, 26' WIDTH,_ DOWNSTREAM GRADE FLUSH / - - - - - - _ - WITH TOP OF WALL. TOP OF WALL 'ELEV = 711.39'p1 1 1 p SEE DETAIL ON SHEET C1.1 /6g 201 202 COMPILED P,ROPERJy_LTfy ` , , - ` , , / 22 `_ rP /Plp: 08700-90-00-060A01 G'OUNTY Ort ALBEMAR4E l ' l / ow SCHOOL BOARD ZbNE.• R,4 Dq./508, PG. 503 I l / P 2.88 AC oN / , P / 0� / TIE ROOF DRAIN FROM ADD AL ADDITION TO STORM PIPE 223 223 O\AP N ^ I oo? A^ / U) 1 ' APPROX. LOCATION OF 4" NOTES: D.I. WATERLINE COMPILED PROPERTY LINE PID: 087BO-00-00-01200 I I 1. UNLESS OTHERWISE SPECIFIED, ALL MCLAUGHLIN LIVING TRUST FOUNDATION DRAINS SHALL BE 4" PERFORATED 30'PRESCRIPTIVE VDOT ZONE. RA I I PVC PIPE. FOUNDATION DRAINS SHALL TIE TO \ R.O.W EASEMENT 0.72AC ' VDOT CLASS Al THE NEAREST STORMWATER CONVEYANCE PIPE / I BROWNSTONE I ACCORDINGLY. CHANNEL RIPRAP 1 2. ALL ROOF DRAINS SHALL HAVE A MINIMUM / OUTLET PROTECTION. I INVERT OF 2.5' OUT OF THE BUILDING AND DRAIN EXISTING ROADSIDE I WIDTH 1 = 3.75' 1 AT A MINIMUM 1 % SLOPE TO THEIR TIE IN POINT DITCH A i WIDTH 2 = 6' 1 AND MINIMUM 2' OF COVER. _�SEE SHEET C6.0 FOR DETAIL) LENGTH = 8' PID: 087BO-00-00-01000 0 DEPTH = 18" MCLAUGHLIN LIVING i 0000 , ,\pTRUST C/O DANIEL H N _ I r '� h , \ MCLAUGHLIN & TERESE N Q �� MCLAUGHLIN z - _ I ZONE RA 203 7 _ 0.91 AC _ _ � / � 12 - - l l 71-' EP APPROX. LOCATION OF 00" 16 - / m rn D. WATERLINE "b\ Z O 718 - 100 '\ / RED HILL ' - rn N Lu / 122, / ►N ' �, 204- - _ / 12" R�P \ / 725 ' - _ _0 _ \ w LL OU VVV=720,73' / 1 Lu 102 \ ONP 15' PRESCRIPTIVE VD'OT' = - o WS4 TER U G / _ _ ` \ R. O. W. EASEMENT _ _ _ VAL VE (3 w _ \ \ _ _ - PID: 087BO-00-00-01OA0 w I - P I _ _ y____`__�` COUNTYOFALBEMARLE / UG7 723 103 \ �� , \ \EP SCHOOL BOARD Q o ' / \ ZONE.- RA Lo >_ / G� l - - DB. 706, PG. 497 w __ \ .17AC w z LLI / / \ v 724 / REGRADE CHANNEL TO BE 1' DEEP WITH 3:1_- 0 SIDE SLOPE. PROVIDE 18" DEPTH OF VDOT — — — — — —yy \AP 100 /1 /ooP / \A _ 0 /// /,'/SEPTIC / I IIII �F COVERS/� P.ID: 08700-00-00-06WO leOUNTYOFALBEMARLE SCHOOL BOXRD 'RED HILL ELEM SCHOOL" DB. 504/ PG. 343 4/55 AC 3 FFE 3' (1 FFE SEPTIC �1`L� _III-1 Imo! CC)VER II II ICI 3' (W) DOOR FFE=725.24' 3' (W) DOOR FFE=725.23' fig' \ 1 I I I 1 r i \III-1 6' (W) L 3' (W) DOOR FFE=7� FFE=725.24' I I ' \ I 1 I I I I I I N 3' (W) DOOR \ 1 1 I I I I SANITARY DF. JUkCTION BOX, \ N, FFE=725.24' (FLAGGED BY OTi ERS (TYP) 1 6' (W) DBL. DOOR MI FFE=725.23' 11111 - 3' (W) DOOR FFE=723.20' 1 1 \ 1 I o 3' (W) DOOR 3' (W) DC FFE=723.20' 6' (W) DBL. DOOR FFE=725. FFE=725.26' 1 LEVEL 3'(W)DOOR CINDER BLOCK FACILITY FFE=719.24' "REDHILL ELEMENTARY Cl \ \ \ \ /; SCHOOL c9 \ \ \ I I I / t °\ 9p 3' (W) DOOR FFE=725.26' v \ 1 1 �1 �� I / / v 1 • I r 3' (W) DOOR 3' (W) DO( A FFE=725. 1 ��\ FFE=725.24' \\ \ \1 \18„PVC 1 1 \ \\ II \YO \ \ \ \ \ /I \ \INV=, 13.34' 1 ` \ \ r�r\ \ \ \\ / I \ o \ \\ \\ \\ 1\ \ 11 1\ \\ \\ \\ INV=712,82' \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \L \ / Tx' � \ \ \ � \ 721 X0 -720 � \ \ \ \ \ \ \ \ \ \ _ \ \ - - - - - _ \ - 718 - \ O \ \ \ \ \ \ \ \ \ X �\ \ I / ITN' / / / / p / / 1 / 14' GATE SD INLET W/GRATE TOP=726.35' !NV OUT= 722.35' 12" RCP (SW) SD INLET W/GRATE TOP=723.16' INV IN = 720.95' 12" RCP (NE) INV OUT = 720.64' 15" RCP (SW) SDMH TOP= 725.79' INV IN= 720.16' 8" PVC (NW) o INV /N=720.17' 15" RCP (NE) o INV OUT= 720.01' 15" RCP (SE) 0 PID: 08700-00-00-06400 JAMES F POWELL, JR. ZONE: RA DB. 2246, PG. 461 0 SDMH TOP= 724.21 ' INV IN=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP (SE) SD CURB INLET TOP= 722,26' INV OUT= 718.25' 15" CMP (SE) SCALE 1 "=20' 0 20' 40' woo CR.AIG W 1 KOT.ARSKI Lic. Into. 0402048507 kz: ��� r� uj a, Lo 06 ti Ln N N Q M N j O Z W � N N ♦♦a^^ V 04 00 W cv m m O J Q Q O O = CDO � " V � J O O cl) O �— 0 W�=DV Z = J 0 0 U cl) J ) w _j 1 Ca ,LU W W ~ Lu r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS GRADING AND DRAINAGE PLAN C5.0 m APPROX. LOCATION OF 4" \ I D.I. WATERLINE COMPILED PROPERTY LINE PID.• 087BO-00-00-01200 MCLAUGHLIN LIVING TRUST 30' PRESCRIPTIVE VDOT ZONE. RA I R.O. W EASEMENT 0.72 AC r 1 h 3 - _- - _ _- MATCH EXIST. 1 r r / 71 ±717.60 �1`L 6p�3 g�, ph 6p6 6Q //0 �•\ \/ /// /� /,� �/ / /,� �/ �r �/ / / /�/ � 6�1(7-----_� ___-i��\ // 1r\Q TC 720.22 718NO T 7�2 C 720.98. �2.99 / TC 724.06 6 723.35 723 COMPILED P-ROPERT j LTNfF / TC 721.65 / / T , ° ° ao 721.75 724 ' m TC 724.1 E / ?25 'Plp: 08700-90-00-060A0I 00UNTY Ort ALBEMARI,E / I / O/ ^ 725.94 725.94 TC 723.57 72 SCHOOL BOARD / / / N; ^ / EP 723.30 ZbNE.• RA/ l I / / / N BS 724.32 / / r Dq. 508, PG. 503 / ^ ^ I TS 725.82 2.88 AC / / / 0 / / FFE 725.94 O 725.92 ! / \A 0 `725.94 /725.94 725.94 00P �^ // // / / 725.87 - N / / / / / FFE 725.94 / I I I ( I / r / / / / ✓ / o _ 727.23 \ 0 A^ / / / // / / / 725.83 FFE 727.28 I 725.94 ' O\\P ' o O\AP // I FFE 725.94 1Q / / / /' / / / / I / ' EP 725.83 O\\P / / / / / / / / / O O 3' (W) DOOR / I FFE=727.18' MAINTAIN 2% CROSS / / / SEPTIC O 111 - SLOPE (MAX.) AOSS / / / COVERS/ O 111 GRADE �726.93 HARDSCAPE / / / (4) 1 / III_ PID. 08700-00-00-06ZU0/ 726.92/ it \' GRADE 727.22 a eOUNTYOFALBEMARLE II r SCHOOL BOARD 'RED HILL ELEM SCHOOL" "v MATCH EXIST. GRADE / DB. 504 PG. 343 727.05 4/55AC r / / /' / ,��. I II= BELOW WINDOW / , , I-11 3' (W) DOOR FFE=727.22' MAINTAIN 2% CROSS SLOPE (MAX.) ACROSS / / / / , i 1I l III- 3' (W) DOOR HARDSCAPE / ' �' ! / , ° ; 724.97 FFE=72723' S / C / 'z'n-s�'`L�`I' CQVER 3' (W) DOOR i - FFE=725.24' -1TlIT M 3' (W) DOOR I r\ 1 % FFE=725.23' \ 1 1 I ^ 1�` � MAINTAIN 2% CROSS I / / 724.98 \ IIIIII-11 a° v I SLOPE (MAX.)(ACROSS I ' II-1T= DBL.HARDSCAPE \ 3' ("W) DOOR FFE 725.2 9OOR �c'v° FFE=725.24' - V . 3' (W) DOOR v 1 1 I I I SA/NITARYDF. JU CTIONBOX, \ N �� FFE=725.24' \ 1 1 I I I I FLAGGED BY OTi ERS (TYP) 1 722.94 6' (W) DBL. DOOR s FFE=725.23' \ I 3' (W) DOOR 1 1 1 \ I I I I 1 FFE=723.20' 1 1 \ 1 I I o 3' (W) DOOR 3' (W) DOOR \ \ \ 1 I N FFE=723.20' 6' (W) DBL. DOOR FFE=725.23' FFE=725.26' WOODEN \k- \ PLAYHOUSE 1 LEVEL 3' (W) DOOR CINDER BLOCK FACILITY FFE=719.24' "REDHILL ELEMENTARY 718.95 SCHOOL" 721.83 1 FFE 721.93 721.53 N 3' (W) DOOR I 721.83 FFE=725.26' 3' (W) DOOR j 1 719.20 � \ FFE=725.29' \ 1 \ I - ' 3' (W) DOOR 3' (W) DOOR \ \ \ \ \ \ \ 1 I I I I 1 I I \ \ 718.98 j ° / ^ti ^ I ��\ FFE=725.24' FFE=725.25' SHED 721.43 1 \ o \ \ \ \ \ \ 1\ II I I 1 I I \ 719.48 721.80 ,w \ \ \ I I \ \ -,\ -7 \721.96 = - - - j MATCH EXIST. ` MATCH EXIST. I \ \ \18" PVC \ 1 11 1\ \ II ' lY// ` \ \ ±719.23 \ \ I , _ ±722.61 I \ ° x \\ 1\INV=1713.34' 1 ` \ \ \ r�r\ MATCH EXIST. a vl. ±722.33 1\ \ MATCH EXIST. ±719.26 O \ \ I \ I \ \ \ \ \ 1 I \ \ \ \ I \ \ 1 \ X CL \ \ \ \ 1 \ \ 1 \ \ \ 8'PVC \ >2 \\ 1 v V v v 1 1 v v v INV=712.82' v ` v v v L EP x� o' 721 o 0 0 0 >>S - 720 _ \�X ' - - _ \ PRESERVEDCD - - - - \ --- - - - -__ \----_____ I \ _ _xT� - CRITICAL SLOPES o \ \ \ o \ \ I \ 719 _ - - - \ �x� \ (TYPICAL) \ \ \ \ \ \ L \___ \�-___ - \ \ ��X _ UT \ \ \ \ \ \ \ \� \ \�� \ \ \ _ -7 / \ \ __x� xs \ \ \ \ \ \ \� \ \� �\ \ ---- \ 18 ---_ �- J \x x�- w - a N V V M O U) I I I I PID: 087BO-00-00-01000 MCLAUGHLIN LIVING i 00 TRUST C/O DANIEL H cN\i MCLAUGHLIN & TERESE N Q MCLAUGHLIN z ZONE: RA I \ \ , MATCH EXIST. 0.91 AC I > `+_72�32 ( APPROX. LOCATION OF 4" m m / D.I. WATERLINE � z RED H/CC $ / _ L C0 COOS RO,gD Ouu Q MATCH EXIST. / \�6pE) // I _ :2 ±722.26 12 R P \ / 725- _0 _ \ w� OU \ \ \ \ 1NV=720, 73' V) / ui w \ ONP 15' PRESCRIPTIVE VD'OT' = ; o WS4 TER l U / \ R. O. W. EASEMENT _ VAL VE (3 w P/D: 087B0-00-00-010A0 w I ~ P / \ \ ON + COUNTY OFALBEMARLE U \EP - SCHOOL BOARD Q o IY EP 723.15 \ ZONE.• RA � EP 724.11 / - - - - - - _ DB. 706, PG. 497 U) w J �' \ 17AC w w H T /� 0 _ \ \//\ U) O oNP 725 - - 724 ' `- I / N' IT r / / / / / / / / i I / 14' GATE SD INLET W/GRATE TOP=726.35' INV OUT= 722.35' 12" RCP (SW) SD INLET W/GRATE TOP=723.16' INV IN = 720.95' 12" RCP (NE) INV OUT = 720.64' 15" RCP (SW) SDMH TOP= 725.79' INV IN= 720.16' 8" PVC (NW) a INV /N=720.17' 15" RCP (NE) o INV OUT= 720.01' 15" RCP (SE) O PID: 08700-00-00-06400 JAMES F POWELL, JR. ZONE: RA DB. 2246, PG. 461 O SDMH TOP= 724.21 ' INV IN=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP (SE) SD CURB INLET TOP= 722,26' INV OUT= 718.25' 15" CMP (SE) M z SCALE 1 "=20' NOR 0 20' 40' V, U CRAIG W J. KgDT tS.KI Lic. No. 0402048507 kG/24,' 2020c�, O'v , Lu m L0 06 ti L N N Q M N > o Z Q W N N � >m ♦♦ann V CD m cv `` a 00 LLI N m z O J a o C) Q = c O Ll cf) J 0+4 C) Q c o uj Z = U J U 0 j J ) Lu �a W Lu LLB ~ LuWr m cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS GRADING SPOT SHOTS PLAN 511 104: DI-213 6 ft Throat STA 10+00.00 TOP 724.00 INV OUT 719.32 (103) 7'Tr; 102: MH-2 STA 10+35.42 TOP 721.84 INV IN 718.58 (103) INV OUT 718.48 (101) 100: ES-1 for 15 inch Pipe STA 10+57.85 TOP 719.36 INV IN 717.92 (101) 7'lf; 730 730 PROPOSED GRADE 725 725 EXISTING GRADE 720 720 \ 703 3 73, OF 101 „ RCP 22.43' OF @ .04 / Cp 715 (5; 715 0 VDOT STD. CLASS Al RIPRAP. SEE PL N SHEET C5.0 710 710 705 705 9+50 10+00 11+00 STR104-STR100 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 216: 6 " Cleanout STA 10+07.30 TOP 725.89 INV IN 722.34 (217) INV OUT 722.34 (215) 218: 6 " Cleanout STA 10+00.00 TOP 726.00 INV IN 722.81 (219) INV OUT 722.41 (217) 71. pan 204: DI-313 6 ft Throat STA 10+00.00 TOP 720.02 INV OUT 715.27 (203) 730 730 H-2 202: STA 10+33.12 TOP 717.03 725 INV I 712.85 (221) 725 INV OJT 711.47 (201) PROPOSED GRADE 200: S-1 for 12 inch Pipe STA 10+41.13 720 TOP 712.23 720 INV I 711.07 (201) 715 715 2�3 3 •12- I @ &4O 1F EXI TING •00 0 GR DE 710 710 J 201 L 8.00' OF LEVEL 12" HDPE SPREADER @ 5.00% 705 705 9+50 10+00 11+00 12+00 STR204-STR200 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 214: 6 " Cleanout STA 10+19.14 TOP 725.64 INV IN 721.98 (215) INV OUT 721.98 (213) 212: 6 " Cleanout STA 10+58.02 TOP 725.10 INV IN 720.23 (213) INV OUT 720.13 (211) 222: MH-2 STA 10+21.67 TOP 720.40 INV IN 715.85 (211) INV IN 715.24 (223.) INV OUT 715.13 (221) 226: 6 " Cleanout STA 10+00.00 TOP 725.02 INV IN 722.71 (227) INV OUT 719.46 (225) 224: 6 " Cleanout STA 10+19.27 TOP 724.46 INV IN 718.60 (225) Tan pan INV OUT 718.44 (223) 735 735 730 730 _ PROPOSED GRADE EXISTING 725 GRADE 725 217 720 7.30' OF \ 720 @ 1.00% 215 9SZ j1 11.84' OF 6" OF 715 6" HDPE @ 4 F I 715 @ 3.00% 213 3 .88' OF 6' HDPE Cq 4.50% 710 710 9+50 10+00 11+00 12+00 STR218-STR222 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 rcral 22: MH-2 TA 10+21.67 OP 720.40 I VIN715.85(211) 114V IN 715.24 (223.) 735 �M-) 735 202: MH-2 TA 10+33.12 730 730 PROPOSED INV IN 712.85 ( 21) GRADE INV IN 713.94 ( 03) INV OUT 711.4 (201) 725 725 I _ J EXISTING 720 GRADE 720 19 jS s--y 'oF pF @ 4 715 90 715 @ Ski OF @4SOAF I 710 ° 710 9+50 10+00 11+00 12+00 12+50 STR226-STR202 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 00 N N Q Z C� C� N 00 m a) z>; , O M 7 Luof ()f o Q � Luw� Lu U) M W M Y � Q L0 ww 3: O a L CRAIG W J. KOT.ARSKI Lic. Into. 0402048507 kz: ,'�� O U v) U w 2 U w J w 07 2 Lu m L0 m 06 L0 N Q N Q Q � M > Z Q C Lu N N >m Q cv `= Q Oo LLI cv m z Cj) o J aooQ 0 = c 0 T J C Q o Z = uj C.)Jv0j J ) Lu - O j_ W W � LLB ~ W r cn Q M PROJECT NO: 593801 DATE: NOVEMBER 25, 2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS STORMWATER PROFILES C710 Red Hill Elementary School Minor Modification - Onsite Wastewater Treatment and Dispersal System Specifications This plan is being submitted under provision 32.1-163.6 of the code of Virginia and does not pose a greater risk of malfunction as defined in the SHDR 350 than current regulatory designs. General 1. Contractor shall be properly licensed by VA DPOR for installing onsite wastewater treatment and dispersal systems in Virginia. Proof must be provided to Engineer prior to working on any component of the system. 2. Modifications or substitutions to the specified equipment or layout must be approved by the Engineer prior to purchasing equipment, supplies, or installing treatment processes. No substitutions of materials are allowed without the approval of the Engineer. 3. Five copies of submittals shall be submitted to the Engineer for approval. Submittals must be approved before work begins or materials are delivered to the site. No substitutions of materials are allowed without the approval of the Engineer. 4. Installation of components shall be in accordance to manufacturer recommended installation procedures unless changed in writing by the home office of the manufacturer. Where the foregoing standards, recommendations, and specifications are conflicting, said conflicts shall be brought to the attention of the Engineer. 5. The contractor shall inspect the site prior to submitting an estimate to the owner. Any potential conflicts should be reported to the engineer. By submitting an estimate the contractor indicates that he has investigated the site and has found no discrepancies with the plans and specifications. 6. An onsite preconstruction conference is mandatory before starting installation of the system. Contact engineer to set up an appointment to discuss important aspects of installation. The engineer will not certify the system at the final inspection unless a preconstruction conference is done prior to installation. 7. The contractor shall provide submittals to the engineer for approval for all materials and equipment used in the installation prior to purchase or installation. 8. Inspections by the Engineer is required before backfilling any components of the system. Coordinate inspection requirements at the preconstruction conference. The installation must pass inspection by the engineer before an operation permit is obtained. The OWNER is responsible for all inspection fees. The contractor shall fill all tanks with water prior to Engineers start up inspection. Start up of the system shall be performed and all vegetation planted before the final inspection paper work is released to VDH. The contractor shall submit a copy of the VDH completion statement to the Engineer. 9. Prior to start-up and field-testing, all foreign matter shall be removed from septic tank(s), pump station(s) and all unit(s). 10. If site conditions vary contact the Engineer. If adverse subsurface conditions are encountered (rock, groundwater, utilities, etc.) contact the engineer. Notify "MISS Utility" prior to excavation. Contact Albemarle County Public Schools for private utility marking. 11. The contractor is responsible for maintaining all set back distances as required by local ordinances and VDH. Installations shall be in accordance with VDH Sewage Handling and Disposal Regulations and in accordance with VA Erosion and Sediment control guidelines. Operation and Maintenance 1. The contractor shall provide to the Engineer the installation instructions of all approved substituted components. 2. The contractor shall provide to the Engineer all warranties and manufacturer information and operation and maintenance manuals for all components before an operation permit can be issued. 3. The owner is recommended to hire a licensed operator for this onsite wastewater treatment and dispersal system. The owner is NOT required to record a document provided by VDH which specifies the requirement for operation and maintenance before an operation permit can be issued. 4. The onsite wastewater treatment system requires a start up period in which more frequent monitoring and sampling may be required. Piping - Gravity Sewer/Effluent Main/Force Main/Air 1. Schedule 40 PVC pipe shall be type 1, grade 1, plain end conforming to ASTM D 1784 and ASTM 1785 with solvent weld joints and fittings. Fittings - Tees, wyes, or other miscellaneous fittings shall be of the same material and type as the gravity sewer or pressure sewer. 2. Schedule 80 PVC pipe shall conform to ASTM 1785 with solvent weld joints. Fittings - Tees, wyes, or other miscellaneous fittings shall be of the same material and type as the gravity sewer or pressure sewer. 3. Separation of water mains and sewer mains/manhole shall be 10' horizontally measured edge to edge. Sewer lines shall be 50' from wells. Water lines shall cross 18" above the crown of sewer lines. Where horizontal or vertical separation cannot be obtained the sewer shall be constructed of AWWA approved water pipe and pressure tested to 30 PSI in place without leakage prior to backfilling. Water lines passing under sewer lines must have 18" horizontal separation. 4. Gravity sewers prior to primary settling shall be SCH 40 PVC and have a minimum slope of 1 1/4" per 10'. Cleanouts within 10' of building and every 50' (if applicable). 5. Effluent mains after primary settling shall be SCH 40 and have a slope of 6" per 100' minimum. 6. Force main shall be SCH 40 PVC Pipe (HDPE SDR11 with substitution request). Nineties shall have a concrete force block. 7. Installation of piping and fittings shall be installed in accordance to manufacturer recommended installation procedures unless changed in writing by the home office of the manufacturer are provided to the Engineer. Precast Concrete Manholes 1. 4' Diameter Pre -Cast Reinforced Concrete Manholes ASTM C 478 - flat top lid. The manhole and all seams must be water proof. 2. Manhole bedding shall be 8" #68 stone. Tank shall be backfilled in layers with sufficient compaction (> 95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. 3. Riser, Frame, and Lid a. Parking or driveway - H2O load rated cast iron riser and lid with concrete riser extension. The riser shall be flush with the final grade and covered at the surface with a lockable, watertight lid. The risers shall be 24" or 30" in diameter. b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid. The riser shall be 4" above final grade and covered at the surface with a FRP, lockable (stainless steel screws), watertight lid. A water proof tank adapter and adhesive sealant shall be used to connect to the tank. All risers and Lids shall be from the same manufacturer for the entire project - no exceptions. 4. Integrally Cast Concrete Manhole Connectors (flexible boot) ASTM C 923. 5. Non -shrink Grout - ASTM C 1107/C 1107M. 6. Butyl Resin Sealers - ASTM C990-91 7. Manhole Joint Gasket - ASTM C443 8. Penetrations below typical water level shall be bedded in 6" pack of bentonite. 01 M L6 0 0 N O N LO N Concrete Tanks - Treatment and Dispersal System 1. Concrete tanks shall be suitable for deep burial <6 feet of backfill over the top of the tank lid. Structural certification of tank design shall be provided to the engineer. 2. Flow Equalization a. 4,000 gallon top seam pump tanks b. 4' diameter wet well 3. All seams shall be waterproof. 4. Pipe Penetrations -Closed in Boot Seals ASTM C-923, C-1227, and C1644-06. 5. Butyl Resin Sealers - ASTM C-990. 6. Non -shrink Grout - ASTM C1107/C1107M 7. Tank bedding shall be 8" #68 stone. Tank shall be backfilled in layers with sufficient compaction (> 95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. 8. Riser, Frame, and Lid a. Parking or driveway - H2O load rated cast iron riser and lid with concrete riser extension. The riser shall be flush with the final grade and covered at the surface with a lockable, watertight lid The risers shall be 24" or 30" in diameter. b. Non traffic rate - Ribbed PVC riser (24", 30", 36") with FRP lid The riser shall be 4" above final grade and covered at the surface with a FRP, lockable (stainless steel screws), watertight lid.. A water proof tank adapter and adhesive sealant shall be used to connect to the tank. All risers and Lids shall be from the same manufacturer for the entire project - no exceptions. 9. Tank penetrations below typical water level shall be bedded in 6" of bentonite. Flow Equalization Wet Well and Storage Tanks 1. Wet Well - 4' Diameter Manhole a. Risers b. Size - 30" Diameter 2. Storage Tanks a. Number of Storage Tanks - 2 b. Size - 4,000 Gallons each c. Seam - Top Seam d. Risers i. Size - 24" Diameter ii. Location - Inlet and Outlet 3. The tanks shall be hydraulically connected with one 6" SCH 40 PVC pipes 6" off tank bottom centered on the short side of the tank. Seal penetrations with cast in place waterproof rubber boot. and 6" bentonite seal. 4. Tank Knockouts a. Wet Well - 2" through PVC riser, 6" inlet/outlet through tank b. Tank 2 - 4" inlet, 6" inlet/outlet c. Tank 3 - 6" inlet/outlet Flow Equalization Tank Time Dose Pumps and Control Panel 1. Pumps - Effluent submersible pumps (2 each). Pump shall deliver 50 gpm @ 29.5 ft. a. Zoeller N140 (115 v, 1 ph, 12 amps) Effluent Submersible Pump b. Liberty FL51 (115v,1 ph, 12 amps) Effluent Submersible Pump c. Little Giant WSHM (115V, 1 ph, 15 amps) Effluent Submersible Pump d. Approved Equal 2. All electrical connections shall be hardwired in a waterproof junction box. 3. The pumps will be controlled with a duplex alternating pump controller. Pump control shall have PLC capable of controlling the pumps by either demand dose or timing and sequencing of pump cycles. The PLC shall log operating hours and pump faults, pump 1 and 2 cycle counter and run time, float counter for all floats. Panel shall be housed in a lockable NEMA 4x panel box. Internal motor contactor and circuit breaker required. Alarm to be audiovisual. Motor control shall have a manual over ride switch. All high level alarms shall have a time delay function. The high level alarm shall operate both lead and lag pumps. Floats to be supplied by panel manufacturer. 4. Control panel shall be mounted on building. 5. Control panel should be set to alternate doses between pumps a. Pump 1 Lead Select - Off b. Pump 2 Lead Select - Off 6. High Level Alarm and Lag Pump shall be operated by the different floats. Minimum Run Time is 45seconds 7. Pump Failure Alternation - (PFailAlt) - set to on. When a pump failure occurs the panel will automatically switch to the other pump. 8. Timer Settings a. High Level Alarm Delay = 10 minutes b. Timer 1 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm c. 3:26 min on, 1:57 hours off d. Timer 2 On/Off - 2,058 gpd - 12 doses per day - 171.5 gal per dose - 50gpm e. 3:26 min on, 1:57 hours off 9. Floats (from bottom of wet well) a. Redundant Off/Low Level Alarm - 8" b. Timer On and Off - 12.5" c. Override Timer - 43" d. Lead/Lag On - 53" e. Alarm - 63" 10. Floats to be installed on a 1" PVC float tree secured to the riser. a. Floats shall be attached to the float pole with an easily adjustable float collar. The float collar shall be plastic and adjustable with a locking float wire clamp mechanism. The contractor shall not use tape, cable ties, or any other substandard attachment mechanism. b. Neatly coil up extra float wiring - DO NOT CUT. Float wires shall be permanently labeled in the tank, junction box, and control panel. Distribution Boxes 1. Precast Concrete with 14 ports 2. Max 24" of cover. 3. The last 5' of the force main shall be 4" SCH 40 PVC and terminate in the distribution box with an upright SCH 40 TEE or a SCH 40 90 elbow with an 1/4" air relief hole drilled in the top. 4. Adjustable weirs for all outlet pipes. 5. Replace distribution box 2 with a new 12 port concrete box. Adjustable weirs on all outlet pipes. Existing Drainfield 1. Septic contractor is responsible for disconnecting drainfield 2 from the dispersal system. a. Excavate distribution box 2 and 3. b. Remove piping from distribution box 2 to distribution box 3 c. Replace distribution box 3 with a new 12 port concrete distribution box. d. Connect distribution box 2 to existing piping to distribution box 4 and 5 (4" SCH 40 PVC). e. Excavate drainfield 2 header pipes and mark drainfield 2 trenches starting point (4 trenches. f. Drainfield 2 removal is not part of the septic contract. End of Specifications Minor Modification Sewage Disposal System Design Red Hill Elementary School Modification Design 3889 Red Hill School Rd. North Garden, VA 22959 11.17 acres acres TM 87-60A,61,64A and TM 87B-1 OA Albemarle County Owner: School Board of Albemarle County, 401 McIntire Rd. Room 345 Charlottesville, VA 22902 Virginia SYSTEM DESCRIPTION: Existing Primary Settling New Flow Equalization/Dispersal Pumping Modred Existing Gravity Drainfield - 5,880 SQFT Design Soil Rate: 55-60 min/in g 20"-72" Design LTAR .35 GPD/SQFT @), 20"-72" STE Effluent Limits (VDH Permit) - 2,058 gpd Average, STE Sewage Disposal Specifications Sewage Disposal Site Plan Sewage Disposal System Details C8.1 C8.2 C8.3 Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net M N O O N M NNi 2 U UU J UU N 0C G 0 N 00 ma) Z� O L M O� _ �- Q w ,L w (n coo w� Y M Q o L0 ww �o Lo o a- � �� F L T H OF LP i � c o U MICHAEL F. CRAUN LICENSE NO. 036859 �0 �� �SS/CNA L ENL W Z 0 H Q 0 Z W OC 06 Q (7 W Q 2 a w J J 2 W O L0 ti N O00) N N Q r M Z O W O 0 o NU. �NNNNNNN Q m � _ 00 04 m Z CD JVNNNN c) 0 O O Q O Q R* V W T Cn J 04 O >- O O IN- V H O in L.LJ V J � LU J LLJ LLJ Q LU r J�- _I O Un Q M PROJECT NO: 593801 DATE: FEBRUARY 14, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET O U U) I- U w _ U Q w J w U) O 2 SEWAGE DISPOSAL _qPErIFIrAT10NC C811 M Lii 0 N O N n N SEWAGE DISPOSAL SYSTEM NOTES: 1. THIS SEWAGE DISPOSAL SITE PLAN CONTAINS DETAILS XhUAXlillvU i Hh �5L W AUL i Xt A i i hIN i AINU URWU�SAL a Y a 1 LM ADDITIONS AND MODIFICATIONS. THE WORK IS REGULATED UNDER THE VIRGINIA DEPARTMENT OF HEALTH. FOR SITE PLAN SPECIFICS (INCLUDING FINAL GRADING PLAN) REFER TO THE TIMMONS GROUP SITE PLAN. 2. INSTALLING CONTRACTOR MUST HAVE VADPOR ONSITE SEWAGE SYSTEM INSTALLER LICENSE. 3. NO CHANGES TO LAYOUT WITHOUT ENGINEER APPROVAL. 4. MANDATORY ONSITE PRECONSTRUCTION CONFERENCE WITH ENGINEER BEFORE STARTING ANY SEWAGE DISPOSAL SYSTEM CONSTRUCTION. 5. ENGINEER INSPECTION REQUIRED BEFORE BACKFILL. 6. EXISTING DRAINFIELD AREAS SHOWN ARE APPROXIMATE. 3D. L)13l,uININrl,1 3111'llk, 1tilNli ff4 rltulvl "t5uAo. l,uiNiNrl.1 3rrlll. 1tilNli ff4 1u rLuw t✓yuALi/.Ailuly 11llV1L. S6. DISCONNECT DRAINFIELD 2 BY REMOVING DBOX3. MARK STARTING LOCATION DRAINFIELD 2 TRENCHES S7. REPLACE DBOX2 AND RECONNECT PIPING TO DRAINFIELD 1 AND 3 CONNECT DBOX1 TO DBOX2 AND S8. CONNECT DBOX1 TO DBOX2. S9. CONNECT DBOX1 TO DBOX6. S 10. REPLACE EXISTING CLEANOUT WITH TRAFFIC RATED CLEANOUT. S 11. REMOVE PIPING FROM MOBILE CLASSROOMS TO MAIN SEWER LATERAL. CAP AT MAIN LATERAL. no O 00 (N N a z 0 PIP c7 N 00 CO cy) Z , O� L M wLL F o (n M H YM ao H W W O o = F L T H OF i � D C� MICHAEL F. CRALIN LICENSE NO. 036859 NA L 0 U U) U W 2 U W W cn O 2i z 0 0 Z L0 L1J a' Lj? N 08 N j Q CO.) Z Q o o W Q Q o � N �( CD a 00 m Z L LJ CD J r Q Q o0Q I = 0 OC � V W a . � J N c H 0 O cl) LU U O � J W V J J J J O = Q LU W DC L LJ LUin H r- c j Q M PROJECT NO: 593801 DATE: FEBRUARY 14, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET S I scorE of woiuc ITEM SEWAGE DISPOSAL Mo �) I SITE PLAN DB# - DISTRIBUTION BOX # SCALE: V = 25' Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net Oil, C812 M N O O N M w 0 M �i 0 O N O N N TRAFFIC RATED CLEAN OUT COVER 3000 PSI CONCRETE TRAFFIC SURFACE 8" MIN. 4" SCH 40 PVC PIPE 4" SCH 40 PVC CLEANOUT CAP GRASS 6"MIN. --- TTT- 4" SCH 40 PVC PIPE 4" X 4" SCH 40 PVC WYE TRAFFIC AREA NON TRAFFIC AREA INCLUDING WALKWAYS/SIDEWALKS PVC SEWER PIPING CLEANOUT SECTION VIEW FRP COVER r r r r 24" ID SEALING GASKET 1 r 1 T AS REQUIRED 30" ID SELF TAPPING SCREWS r r r r T AS REQUIRED PVC RISER ADHESIVE ACCESS OPENING T PVC RISER TO ACCESS OPENING DETAIL 36" ID I AS REQUIRED 2411, 30", 3611 DIAMETER PVC RISER WITH I" LID SECTION VIEW Not To Scale NOTES: 1. BEDDING AND INITIAL BACKFILL - SELECT CLEAN FILL 2. FINAL BACKFILL - SELECT CLEAN FILL PIPE TRENCH DETAIL 4 SECTION VIEW CONTROL PANEL NUMBERING CPI - FE TIME DOSING Not To Scale ,CTRICAL CONDUIT P TO BUILDING 4' OC i NOTES: 1. SEAL CONDUIT WITH WAX OR CONDUIT SEAL 2. USE WATERPROOF WIRE NUTS 3. LABEL CONTROL PANEL 4. USE STANDARDIZED WIRE COLORS 5. INSTALL ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN) 6. PANEL TO BE LOCKABLE CONTROL PANEL LAYOUT 5 ELEVATION VIEW Not To Seale Not To Scale FLOW EQUALIZATION WET WELL D BOX #1 DRAINFIELDS 1-3 DRAINFIELDS 4-6 2400 SQFT 3480 SQFT NOTES: 1. USE #14 CONCRETE D BOX OXSC HEMATIC 6 SCHEMATIC VIEW Not To Seale / TANK LID TANK WALL 3/4" MASTIC SEALANT (ASTM C-990) TOP SEAM TANK JOINT DETAIL SECTION VIEW Not To Scale CC ( HIGH PRESSURE SI (ASTM 1227) (ASTM 6" BENTONITE PA( 6" SCH 40 PVC 0 4' DIAMETER WET WELL A DETAIL C8.3-8 HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) 6" BENTONITE PACK ALL PENTRATIONS IN CONCRETETANK 24" (MIN) RISER 2 PER TANK EXISTING SEPTIC TANK 2 - DETAIL DETAIL -G AND C8.3-10 C8.3-9 SEPTIC TANK 4 TWO 4,000 GALLON CONCRETE TANKS HYDRAULICALLY CONNECTED NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN OF TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED ON BUILDING IN DESIGNATED LOCATION (SEE SEWAGE DISPOSAL SITE PLAN). 3. EASY ACCESS TO VALVES AND UNIONS 4. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) TOP VIEW BRING TO 4" ABOVE GRADE WITH PVC RISERS AND FRP LID \ (/ (�l1T1 TTT) TIIITT T.T TI TC�TTI (� TT TTTTT NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GAL/IN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM 3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER 5. EASY ACCESS TO VALVES AND UNIONS 6. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) SECTION VIEW STORAGE PUMP TANK 4,000 GALLON TOP SEAM CONCRETE TANK 6" SCH 40 PVC 6" SCH 40 PVC TEE FLOW EQUALIZATION PUMP TANK 2 X 4,000 GALLON TOP SEAM CONCRETE TANKS 4' DIAMETER WET WELL 24" MINIMUM OPENING 8" COMPACTED STONE ASTM D448 #68 Not To Scale 24" MINIMUM OPENING USE ADHESIVE BETWEEN RISER AND ADAPTER EXISTING SEPTIC TANK 2 AND SEPTIC TANK 4 HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) G11>r 8" COMPACTED STONE ASTM D448 #68 6" SCH 6" SCH 40 PVC TEE 6" BENTONITE PACK PRECAST WATERTIGH BOOT WITH STAINLESS FOR PIPE PENTR 30" PVC RISER AND FRP LID 2" SCH 80 UNION FLOW EQUALIZATION WET WELL TOP VIEW 4' DIAMETER WET WELL Not To Scale BRING TO 4" ABOVE GRADE WITH PVC RISERS AND FRP LID SCREW DOWN RISERS WITH STAINLESS STEEL SCREWS ADAPTER CONCRETE TO PVC RISER 72" NO SLOPE ON 6" PIPE ACROSS BASINS LL VALVE 2" SCH 40 TEE D BOX #1 2" SCH 40 PVC Not To Scale 30" MINIMUM OPENING 2" SCH 80 UNION, 2" SCH 40 BALL VALVE DETAIL C8.3-8 GROMMETS FOR ALL RISER PENETRATIONS WATERPROOF JUNCTION BOX WITH CORD GRIPS SEAL CONDUIT WITH NON HARDENING SEALER CONTROL PANEL 1 6" SCH 40 PVC 6" l HIGH PRESSURE SEALS PRECAST WATERTIGHT FLEXIBLE BOOT WITH STAINLESS STEEL BAND FOR PIPE PENTRATION (ASTM 1227) (ASTM 923) 6" BENTONITE PACK NOTES: 1. FLOAT SETTINGS BASED UPON 68.5 GALAN PER TANK. PROVIDE ACTUAL GALLONS PER INCH TO ENGINEER. 2. CONTROL PANEL 1 LOCATED IN MECHANICAL ROOM 3. STRAP ALL PIPING TO TANK WITH PLASTIC STRAPS AND STAINLESS STEEL ANCHORS 4. LEAVE EXTRA FLOAT AND PUMP WIRING COILED IN RISER 5. DEEP BURIAL TANK REQUIRED (< 6 FOOT OF BACKFILL OVER TOP OF LID) 6. FLOAT HEIGHTS FROM BOTTOM OF WET WELL. SECTION VIEW FLOW EQUALIZATION WET WELL 4,000 GALLON TANK AND 4' DIAMETER WET WELL 2"SCH 40 PVC - D BOX #1 2"SCH 40 PVC HIGH LEVEL ALARM FLOAT 63" LAG PUMP ON - 53" OVER RIDE TIMER ON - 43" CHECK VALVE 3/16 VENT HOLE 7-1 TIMER ION 12.5" 24" REDUNDANT OFF/ LOW LEVEL ALARM 8" Pump Q� PVC FLOAT TREE ('&o`�'00000 o o000o00o�0 4' DIAMETER WET WELL MANHOLE DUPLEX EFFLUENT PUMPS DUPLEX TIME DOSE CONTROL PANEL 8" COMPACTED STONE ASTM D448 #68 Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net Not To Scale NN O of N D M CO 0-) Z r` O -t to M Of It 2 LO w j- O w u) (n M W w It ~ Y CO 2 d' U 2iL Lj w J LU OLU to O o a- 2 L T H OF LP � Z � D C� MICHAEL F. CRAUN LICENSE NO. � 036859 Cn Z O a O Z LC) W a' � N 06 N j r Q M Z o W O Q Q N � N Q 2 0 L9 LL Q O p m Z W o J c O Q a 00 , p =o a N N J W vpa) J W V J j Lu J O JLLJ in LU G LJ I. w Y� V) Q co-) PROJECT NO: 593801 DATE: FEBRUARY 14, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET SEWAGE DISPOSAL SYSTEM DETAILS C 8 3 1----------------------- N pF RTY L E 1 1 --- -- 1 LpCATIp 4 ED PRpPE IN pT 1 '' -------------------------------------------- 1 APPRATERLINE _ cpMplL SCRIpTIvF VD , -- -�-------------W--- - R,p W EASEMENT 1 — ------------------------------- �r------------ __ / 1�0 1�� V----------w - - --- / x ---- I i I 1 I I I I I LOCATION OF 4° APP►. ROWA T'ERLINE - - - -- -- ---- D. ---_- - - -_--- /--------- - - - - - ----- PLANT KEY TREES BOTANICAL NAME PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREE BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA VDv' SCALE 1 "=20' NOR 0 20' 40' I U W J uj N 0 Raj-, ►- (D �00 ma) z , O co �c) Q� wL U) U � � U L 11 W W —I O U) L a 7 m m N M Q CN M Z o W o O � N Q m � _ O O N m Z o J 0 o O Q o O T04 J o H O � Z = ~ O cn L LI 0J OLu J J = LLI ~ LL r amo J cn Q M PROJECT NO: 593801 DATE: MARCH 09, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET LANDSCAPE PLAN Li mo PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT viruvi� i u� DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING - NO PIPE NOT TO SCALE LO N O N O N Nil ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT PLA OCC 1 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B EVERGREEN TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT JUN EAS 13 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8' HT. B&B INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 4,522 SF 4,522 x .05 = 226 SF 226 SF 505 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 9 PARKING SPACES 9/10 = .9 1 LG. OR MED. SHADE TREE 1 LARGE SHADE TREES SPACES GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. U) 0 00 N N Q z cD > C� � N 00 m rn >10�; Z ti O-,t LM Q W wx O0 W w U) w 0 w 4 ~ LO >_ -- CO W J 3: O U) O o 2 r� Uj a, LO M 06 LO Q N `Q` Q r M Z Q UU N N Q C' 4tLL_ Oo W cv m z C J Q o C) = c O � LI V � J 04 o Z = W � V Jv�� J w — _ O � _ 0 ��w 0 w w W ~ W r cn Q M PROJECT NO: 593801 DATE: MARCH 09, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET 1 LANDSCAPE NOTES AND DETAILS L2,0 The Stofx:o Area light features energy salting LED technology ideal for pole mounted area lighting applications. The Area light Is available with Type 3, 4and 5distributions In three lumen packages, providing up to 26,000 lumens. Ordering gulde Pretest: Lnr.*brr satrap: TYPs Nam, Example: AL-154-NW-Ai-AR-3-1-15Z LunlneFa wbttega LEDCakrr-Ganaretlan DkMbution Contre& Fill" JIL H4M-GS IMoouundd% (Wcmga BZ AL AraaLgIt 100 i3C'N H/:-G1 Mcu1ralWh11o.40:10F.,, AR' AmMOLnbns 3 T4po3 a 120-27T'001Cs - IIDmoUanscasw BZ Biuma 190 150N 7Q,=Fd, Gonoralpn I 4 TYF94 IMRI'Mollonsudor' 206 2CAW 5 py pDS t Mo urks sea s7i are pda Ada pie rl ndudQd la r4' r•_and Fran. 2. IMHI Is xralaW with AL-200 Lye Fw 3 aDJ 4 only. Procluct Speclficuatlons Housing Aluminum dle-east housing with attachable arm. Arm has removable coverfor ease oTwire -acnn&,-tGxl. I Rating LED light engine rated 11368. Driver cm- artment rated to IP86. Vlbration Realstance 3 s Abration rating that conforms to standards set forth by ANSI C136.31. Testing lincludes vibration to 3G acceleration in al I three axes. Electrl(:sl Driver efflciency(>90% at lull load]. Available 1n 120-277V. IP66 compliant driver. fboHS compliant. Surge protector standard. 10KA per ANSI/ IEEE C62.41.2. LED Board and Array 140, 216 or 200 LED&. Color temperature 4000K, +/- 250K. Minimum CRt of 70. Metal core substrate. optical Syfftein Type Z. 4. and 6 dlrstributlons available. LED Thermal Management The h oueing design allows the one pleca housing to provide exoallent thermal msnagament crltical to Icing LED system Rfe. IrnTaired Motion Response Integral IMRI modulele a passive - infrared (PIR) mc4:ton secs r mounted Integral on drlaw anclosure and isavallatilawith asensorIone type to accommodate mounting he1ghts up to 40-and occupancy coverage area up to 2.000 eq.ft (60' in diameter). Motion response for option IMRI let Bet operates In the following fashion: When motion Is detected by the PIP, sensor, the luminalre goes to full po"r/ light output. Dimming on low i6 factory set to 30% with 5 minute default In "full power' prior to dimming track to low. When no mctlon la detected for 5 minutes, the motion response system reduces the wattage by 7OV,, to M% of the normal conz1 ant wattage reducing the light laval. Stonco_Are-aLightSpeaSheet w w.etonco aom CW19 pogo l of 2 cc 0 CD N O N O� N Mounting Standard lumInalre arm mounts to vquare poles. Round pole adapter Included with every lumine1re designed for 4' OD pol ea. Erisrusa'ing Be1161n System efficacy up to 1261ms e W with elgnlficant energy savings over, Pulse Start Metal Halide luminaires. Usti ngs UL/cUL rated to the UL 1598 standard, suitable for Wet Lcnatlons. SultatY a for use in ambient from -401 to 40 C (-40" to 1WF). All productconfigurattona are DesignLtghts ConsortlumO quanfTed. Finish Each luminalre recelvesaTadeand abrasion resistant., electrostatlGal ly appned, thermally cured, trlglycfdal leocyanurate (TGIC) textured polyester pownderooat finish. Standard color is bronze (BZ). Limited warrarO Lumirlglres, LED arrays, and drivers are all covered tri' a 5-year nmlted warranty see phnlps.corrif warrantles for detalle. 11 Sri C : i U,i AL100/AL150/AL200 LED Area light Up to 26,000 lumens LEDWaittage and Lumen Values lawari 06mrl Lean Effie" Lawn mlieeer . , . •, ., - tkdjil l'' SUC Rating ;t.r-W 4hAptn` a1FG " ; LPW' odlprrt Bt km* tLPN! I AL1aB-lAII-BFl6g W I m72 L}50K I 9Ei IF3$ 63 iID'iyit s^.W - i3? 33 D& M 1 ,Za 1 13,153 B4 Ih}GI M AI.lSD-pYF•6FJLR 3Mi I .. 7253 4Ai3911( _T_ 14f 1B SB5 18ik-[18-f3i 1� !"s 3:A 33 t -G3 US 1441111 19 (ru�oelnF�}Ap I ZW 1 3800 4ZOM I M 243d2 Iaa516-G4 I M 41C9 so-u*-w as A.= 15*1-C-2..1 €ii 1 W3=VaW1Un*n=PLahcalMyCl? WRLDLECmuiura trarorwaWvan nTJCL'lfatar3aa.rlrttrurtramparahsn L4att46Dshawnisawapast-isnO71 Uzoughr74rVA:Muannimli iattWmilvulidwtb varw"M sl KVU WAagD Z Lvranw�s,rss:asarfx.photcmatnctasts purlcrraotlmcainEetanc,mmlF.51u LIN 74.fartxloulBoa•iS1appJ1¢arrns'3,haps cam lcr•3Y.aiu ai amaiba+ai rnromry'ran Predicted Lumen Depreciation Data Preffcted perfarmaircera-ived f oin. LED manuf=ure;'s data and en; Ineercrq des gr, estriates, based on IESNA LM-K methotI*logy. Actuai eiiperlence mayvaryduetsfieldapplicationocrididoes.LTCIsthepreacted ImewnerAJDperroom; edepraclatesto7fir;csInldallumenout:pLLCalculatedpefIESKA T'1412?-11. FutrIshed L70 hours Ilmtten to Stlrrss ectuW LEOtest hours 1 Redc9ad,Zcrkrm&,4c2darrwd'trcmLED ElmfF."rmtixoasadmESML11*813rwttr.,adaV Adtal �ro'm m��aryr rklo bo toiaapp�lon caodboLt: 2. LA7 a lha pK4c'ad Caro Nan L. EC pwfa meem 0.^a7a M%al:nRMI l.rr+ ..IAA; it 3 CYCLVtDd pc+lESNttM 21-n PLt�rScd1.7G.rirowslrlLd laGtrrras-achiet LED tat htitc DimensiortE ALIOO M:IIJLU AT 11D9mm] 10,3' 1432ma] ALIN b AL200 Pale Top Fitter 03.6" Pala Lap rrttsr tits 2-3/11 ao 2-1r70D A 4" death town for rip to 4 lunrneiam at 99: Ordar Coda: Pl'T2-AI_150 VyL'e0G-t-9Cr9Z oq.4r [aUnrrl 2.6' r64-1 rti] eQ B75' i [w22mrn] POLE DRiU T€MPiAi€ 4.3' [1 min] I d l i l l l l l l l g i I„ _] LU►4N AW W1 1311T . 14 lba 161 kg] LU14HAIRE Epp. , 0.40ft' [0.04 ml lu �ar.}4iraV•n w� �itr4La°edRia'uY FrYr2iriN,+rlrTay rr�Atwau++ xrncr 1�64 �> tno _ .y..,...w..r.� cn ,o.ar w■: aplq�r.ma �M� Photometric Report (Type C) Filenarrs, s a120i1-nw-g1-4-B.ie4 (TESTLABj Ptandard-Tech Cc,. Ltd [ISSiJELATE i 201'7-06-07 03: 50:05 tVANUFAC} SIGtiIIFY' STONCO [L.0 CAT] iAL200-NHi-GI-AR-4-8-132 MUMTNAIRE; 157aNC0 AREA T.TGHT 1 TYPE ii QF7TC5 Maximum Candela = 79181,3148 at 60 H 65 tit Classification: Road Cl.a,ssifica:tioni Type IV, S:tort, N.A. (deprecated) Upward Waste Light Ratite: 0,.00 Luminaire Efflr_acv RaLinl4 4.LFR_J : 122 Maxi:niam UG,R: N.A.- - :ndoor r'Lassifiration: Direct BUG Rating B3-UC-G3 LC9 SumuLry LCS Zone Lumens %lamp 'tLum FL 0-30) 2383.2 N. A. 9.9 FN. 130-60)1 734e.1 N,A, 32,i Fil 160-87> 4675.4 N,Ft, 19,4 J WH (80-90) 282.9 N.A- 1.2 BL I0--30) 1684.5 N_ A. 7.6 BM 1-30-60) 4985.6 N. A. 201-1 BH I$0-L+']) 2074,t N.A. 8.6 RVF (aci-9Cil 8L7.9' N.A. (1-3 -rr. (90-)�11,)I f.L. N.A, 0110 L:H I1a0-18n) 0_0 N_A. O.0 11.3ma1 2.41U 8 1+1.r"_. 1'UU.0 BU`13 Luting B3-U0-1=3 T.1 I1$ire Lu lha uptight: SBG1C L, i• z ui L L nu n"Le Joramm Lre c ir_y: _. FJay }Yr;uJY4'Y. .. nn •__ ea •rrm:!aeL uea L.r ra:ritesw t:e IiSwa THIS LUMINAIRE IS A FULL CUTOFF FIXTURE. U w U c W J W N 0 O co N co O N 5 Q > Ln C LO Z co O 2E O 2 s U 2' Q LL W W Lo LO U) 4 Y o) J O� LL O ry 00 W Z Z O U O = cc i a- L T H p "� F �' 1 BRIAN C. WELLS - u a Lic. No. 046269 10 1� 01/27/2020 �w� 1 16 S%NAL t�'G 0 W DC w Q H C0 O U H U W _ U iY Q r W J W U) O 75 a) LO N a J Z OW Op U a � C7 U = J �N- m n/ DO az �o �a zo O 0 J W J J = aW w� mo J a CO) PROJECT NO: 593801 DATE: JANUARY 27, 2020 REVISIONS DATE DESCRIPTION SITE PLAN PHOTOMETRICS - FIXTURE CUTSHEETS SPOm2