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HomeMy WebLinkAboutSDP201900071 Plan - Other (not approved) 2020-07-24U w U04 c RED HILL ELEMENTARY SCHOOL } �e co PHASE 2 GYM ADDITION AND RENOVATION W E — cIF�' MAJOR SITE PLAN AMENDMENT 03:0q)Lo SDP2019-71 SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIM MONS.COM TAX MAP PARCEL: 08700-00-00-06100 LIMITS OF DISTURBANCE: 1.20 AC ZONING: RA SETBACK: 75' FRONT 25' SIDE 35REAR 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: 75 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 07/24/2020 EE 1691 ^ c dooga go` eot w��ch voe Qyr. Ry ��--� Monacan Trail Rd Mp(ylY P a 'e1 !12 �90 r� nt PROJECT AN LOCATION Pippin V611 Farm- & Vineyards r� 'J'a "l+c 69l r r� o P` VICINITY MAP SCALE 111:2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: 30E 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 G3.0 EROSION & SEDIMENT GONTROL NOTES & DETAILS G3.1 EROSION & SEDIMENT CONTROL NGTES & DETAILS C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN G5.2 STORMWATER SUMMARY PLAN G6.9 STORMWATER 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 LL\Iq Q CRAYG W J. KOTARS KI Lic. No. 0402048507 07/24/2020 sgONAL� �•1 W w a, a) Od L0 N 0 N > 0 o z Q ? LLU 0 Q yNLZ T1. m N — � 0 W N m z O J Qo0Q 0 = c O L12 N J c O cl) c z= W J U OU) 0 J_ Iw j LULU j J_ 0 IW W W W F. F m cn Q M PROJECT NO: 593801 DATE: NOVEMBER25,2019 REVISIONS DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET COVER Como �- - i APPROX. LOCATION OF 4" I D.L WATERLINE COMPILED PROPERTY LINE P/D:087BO-00-00-01200 i \� MCLAUGHLIN LIVING TRUST I I 30' PRESCRIPTIVE VDOT ZONE: RA R.O. W. EASEMENT 0.72 AC ' LOCATION OF CONSTRUCTION I TRAILER AND MATERIAL LAYDOWN � _ \ I P/D.' 08780-00-00-01000 MCLAUGHL/NLIVING i TRUST C/O DAN/EL H MCLAUGHLIN & TERESE N MCLAUGHLIN ZONE. RA 0.91AC APPROX. LOCATIONOF4" V I 01 WATERLINE / TEMPORARY CONSTRUCTION PARKING 00 Np�' PRESCR/PTI VE VD07� __ ° WATER \ \ \ \ \ \ \ \ \ \ ° R.O.W. EASEMENT P/D. 087BO-00-00-01OA0 \ \ \ \;• \ \ \ \ \ \ \ \ -\ COUNTY OFALBEMARLE \ \ \ \ \•,. • . \ \ \ \ \ ViiT \ \ \ \ \ \ \ \ \ \ f SCHOOL BOARD COMPILED PROPERTYLINE V � V A ,• �. �. ,A' V V A V A A V A V A � ,,�V �. \� � � ' � � � ZONE: RA b V- P/D:08700-00-00-06OA0 \ \ \ SQL Q COUNTY OFALBEMARLE � pelP SCHOOL BOARD-! '� TEMPORARY ZONE RA CONSTRUCTION PARKING I DB. 508 PG. 503 2.88AC 0 0010 � 000 /� \V A \ 0000 ` ` ✓ OAP/ O PHASE 2 \ \ \ \ \ j \ \ \ \ \ \ \ T CONSTRUCTION ACCESS ROAD. ' r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2i NO CONSTRUCTION PARKING ALLOWED. \ \ °�AP a '� \\V PHASE5 \\\ V A V A\ V Z F—CK a — I 14' GATE CONC °NP OP / � m 01 � �DD�DD �.> 6' (W) DBL. DOOR ® y� D D D D D 3' (W) DOOR FFE=72728' 4"X 4" STEEL *0 I D D D/o✓ > D _III �- FFE=72718' COLUMNS (TYP) DFA D QsOVE,�S PHASING PLAN LEGEND D D D D D D ^r4)D D D II it (THIS PLAN IS INTENDED TO CAPTURE THE GENERAL I� II o CONCEPT FOR SITE CONSTRUCTION. CONTRACTOR TO D D D D D D I=11 3' (W) DOOR o '- 1 FFE=72728' REFER TO ESC PLANS FOR FURTHER DETAILS. SEE M R D D D D D D D II-1 PHASE 2 ARCHITECTURAL PLANS FOR FURTHER PHASING WORK D D r�D D D D D D D -11 -- D D D D D D D srEPPED - ASSOCIATED WITH THE BUILDING) H O D D D D D D D D D D D D D D BRICK WALL D I D D D D D D (APRIL/ MAY 2020) D D D D D D '--- V ) U uj T� i U00 N N Q Q > N 00 m 4 Z OM WIr Iro J =� WwILL U) CD H 00 U r 4 Oy m 2 Q o af LID} LU (n W J O 0 u� 0- 2 Ka -". Q OEAIG W. J. KOTARS KI Lic. No. 0402048507 a 07/4/2020 sS ONAL� _ OWNER TO PROVIDE TEMPORARY CLASSROOM C PHASE 3, d I II =11 3'(W) DOOR I PHASE 1 TRAILER ON EXISTING PAVED AREA. CONTRACTOR TO IIIII =III FFE=727O22' J - . ( O* PROVIDE OVERHEAD POWER FOR THE TEMPORARY 0 -II II TRAILER (OWNER PROVIDED). NO TRENCHING IS D D D D D D D D D D D D D .D III- 3'(W)DOOR / - - ALLOWED. BEGIN PRELIMINARY SITE WORK (ESC, D D D D D D D FFE=72723' 6'(W)DBL. DOOR - _ SAFETY, FENCING, CONTRACTOR TRAILER, ETC.). W D p D p REF�T>ICD p D p D II -III FFE=72720' - EM __ I BEGIN SUBMITTAL PROCESS. VER D D D V 3) D D = 3' (W) DOOR 6' (W) DBL. DOOR / METAL CN D D D - FFE=72524' FFE=72724' STAIRS - / j (SUMMER 2020 - MARCH 2O21) L0 N �11 <. �j D D IZJ D 3'(W)DOOR DEMOLISH EXISTING TRAILERS, SEPTIC FIELD ■ D D D I11 11-1= /�� „/ I � PHASE 2 ADJUSTMENTS, GYMNASIUM ADDITION M �' 1 1 1> r FFE=725.23' , /�' 04 ' � Z D D D D DI I I= 6' (W) DBL. DOOR 6' (W) DBL DOOR '7 x M D D III=� 3'(W)DOOR FFE=725.21' FFE=727.29' �/i I /(SUMMER 2020) O W D III IIIII - FFE=72524' �z, ' - - !77`71 � rOUTDOOR CLASSROOM WORK, SEPTIC FIELD3'(w)DooR PHASE 3 D D WORK CN n/ = 3' E= DOOR 2 _ / ' / D �D 5 N D D � - �• . FFE=72524' FFE=727.2T C,,hs1 -� ; 777�i■.��F-- G 6' (W) DBL. DOOR - - FFE=725.23' f 3' (W) DOOR ij' a i k =III= I FFE=72722' II- II )D(APRIL 2021 THROUGH SUMMER 2021) IR 3'(wooR m 3'(W)D3.20' �i/' SIDEWALK AND EXTERIOR EXIT RAMP PHASE 4 i 10BLOCK/ CONSTRUCTION A. L a / 3' (W) DOOR 3- (W) DOOR 10"WALL ' FFE=723.20' 6' (W) DBL DOOR FFE=725.23' FFE=72526' II / (V Z a ODQU I 10"BLOCK WALL si u II 11 , .. t5 (H) i / �� (SUMMER 2021) c J PWOODELAYHOUSE` / / \� FINAL SITE WORK AT CONSTRUCTION TRAILER Q k ` I PHASE 5 \ \ \ \ LAY -DOWN / TRAILER AREA O Q 1 LEVELL� O C O CINDER BLOCK FACILITY d. V 3' (W) DOOR a O I FFE=719.24' "REDI-IILL ELEMENTARY SCHOOL" i I I I T Cq J f 04 O 1 s O 0 l 3 I PHASING PLAN GENERAL NOTES ♦�^/� p rH O 3 W) DOOR yr _ • FFE=725.26' J ^ / ! A. THE "MAIN AREA OF WORK" IN EACH PHASE MUST BE SEPARATED FROM CL W Z � V PHASE4 cn CONSTRUCTION ACCESS ROADFFE=725.21' 3'(w)DooR / BUILDING OCCUPANTS BY TEMPORARY INTERIOR CONSTRUCTION BARRIERS 0 / I V U J NO CONSTRUCTION PARKING ALLOWED. / AND EXTERIOR CONSTRUCTION FENCING. SMALL AREAS OF WORK OUTSIDE Juj (W) DOOR UGT l I OF THESE BOUNDARIES MAY BE REQUIRED IN EACH PHASE AND MUST OCCUR J � W J DOOR FFE=725.25' PHASE I / DURING NON -INSTRUCTIONAL HOURS. O FFE= _ FFE72524' SHED % I' I B. IT IS EXPECTED THAT MAJOR PHASE CHANGES WILL ALIGN TO SCHOOL Q 0 / 3 / CALENDAR. ASSUME ONE (1) WEEK WILL BE NECESSARY AFTER THE LAST DAY W OF SCHOOL (APPROX. 3RD WEEK OF JUNE), BEFORE THE FIRST DAY OF W a W SCHOOL (APPROX. 2ND WEEK OF AUGUST), AND DURING WINTER BREAK W _ x m.. x-a- — _ / i I / I I �I (APPROX. LAST WEEK OF DECEMBER AND 1ST WEEK OF JANUARY - 2 WEEK �/ m Ron+ / k DURATION) FOR OWNER TO MOVE ITEM TO AND FROM CLASSROOMS. CONTRACTOR TO TURN OVER NEW GYM TO OWNER BY SPRING BREAK it , / % / (APPROX. 1ST FULL WEEK OF APRIL). PROJECT NO: 593801 — `UGP I / C. OWNER SHALL BE RESPONSIBLE FOR MOVING ALL ITEMS FROM CLASSROOMS DATE: NOVEMBER25,2019 BEFORE THE START AND BETWEEN PHASES. CONTRACTOR SHALL PROVIDE REVISIONS CONTRACTOR STAGING AND LAYDOWN AREA. X CONTRACTOR TO RESTRICT DELIVERIES TO NON -SCHOOL HOURS. RESTORATION OF PAVED PLAY NEEDED IN PHASE 5 AFTER — � CONSTRUCTION - —x——x— — —x— PHASE 4/5 0 a 0 0 -p PRESERVED �xl �x� CRITICAL SLOPES &OC K —x (TYPICAL) SHE �X � xl x� -- -- rl �� r r 4:as1 rr a 1r z !r Coll TWO (2) WEEK ADVANCE NOTICE BEFORE START OF EACH NEW PHASE TO DATE DESCRIPTION ENSURE TO OWNER THAT CONSTRUCTION IS PROCEEDING ON SCHEDULE AND 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS TO PROVIDE TIME FOR OWNER TO PREPARE ALL ITEMS TO MOVE. 6-24-20 COUNTY COMMENTS D. ALL RE -ROOFING AND ROOF DEMOLITION AND CONSTRUCTION FOR 7-24-20 SIGNATURE SET 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. PHASING PLAN SCALE 1"=20' 0 20' 40' 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 xaoH �T I I t`.� avow C (optional) (optional) IF (optional) or(op ) (optional) u/wx HdW xx °R XX 1001F 1B OV3HV y - - - - - - - - av0s 3NV1 3NO 30 m (100 ft) MAX. (optional) Buffer Space (optional) i 1 O Buffer Space (optional) 30 m 00 ft) MAX. Hero Note: See Tables 6H-2 and 6H-3 for the meaning of the y = 4.6 m (15 ft) symbols and/or letter TO codes used In this figure. ONCOMING AI ® TMFFlC (optional) i 1 (See Section 313.16) 1 BJ� (optional) i - ONE LANE 1 ROAD 1 (optional) AHEAD t xaoxi avow l � orIl XX oRRXX ON3 11\\ (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 F = 1 BUILDING SIZE: GROUND FLOOR AREA 38,577 # OF STORIES >1= 0 TOTAL FLOOR AREA = A = 38,577 CONSTRUCTION FACTOR: Ci = 18(F)(A)* O.5 Ci = 3,500 ROUND TO NEAREST 250 GPM TYPE OF OCCUPANCY: Limited Combustible OCCUPANCY FACTOR Oi = 0.85 EXPOSURE (X) & COMMUNICATION (P) X1+P1= 0 X4+P4= 0 X2 + P2= 0 X5 + P5= 0 X3 + P 3= 0 X6 + P6= 0 (X+P)= 1.0+SUM(XI+Pi) 1.00 MAX (X + P) = 1.75 NEEDED FIRE FLOW: NFF = C x O x (X+ P) (ROUNDED) 3,000 GPM SPRINKLER REDUCTION 50% TOTAL NEEDED FIRE FLOW = 1,500 GPM ISO FIRE FLOW CALCULATIONS No Scale SITE PLAN LEGEND W WATER 101 STORM PIPE STORM MANHOLE DROP INLET & STRUCTURE NO. [oil CURB & GUTTER LIMITS OF DISTURBANCE X FENCE XXX XXX - f TC 725.94 MAJOR CONTOUR MINOR CONTOUR PROPOSED SPOT ELEVATION PARKING COUNT ACSA GENERAL WATER & SEWER CONDITIONS GRADING TIC = TOP OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 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 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 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 8OLBS/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/I OOOSF, 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 8OLBS/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 INTIHIN 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. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 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 STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS 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. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 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 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 FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 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. 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. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. N/A 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL 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 Al17.1-03. 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 V J U Uj i U00 N N Q Z N m rnZ O11- W tr tro IIIIIIIIIIJ W W Lt W �(0 w M r Y M O �v W W LoO Lo d ;P�L141 0- S Q CRAIG W. J. KOTARS KI Lic. No. 0402048507 e 0'7/24/2020 O�ONAL;� O 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE L0 CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE M PRESENT DURING CONSTRUCTION OF DAMS. cm 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. N 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. C Z Q W O � :rtLL V LL N - a0 W N m Z J Q _O Q Q O 0 U Albemarle County Engineering U? j Final Plan General Notes Page I of 4 N N �-- O ALBEMARLE COUNTY �/1 �W O Z = FINAL PLAN GENERAL NOTES = V General Construction Notes V O N 1. Prior to any construction within any existing public right-of-way, including connection to J LU J any existing road, a permit shall be obtained from the Virginia Department of W Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 0 J the permit. Where any discrepancies occur the requirements of the permit shall govern. W W Q 2. All materials and construction methods shall conform to current specifications and Q standards of VDOT unless otherwise noted. Uj w W 3. Erosion and siltation control measures shall be provided in accordance with the approved w erosion control plan and shall be installed prier to any clearing, grading or other LU m r construction. 4. All slopes and disturbed areas are to be, fertilized, seeded and mulched. J 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, W Q M lesser slopes of 3:1 or better are to be achieved. PROJECT N0: 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. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic REVISIONS DATE DESCRIPTION Control Devices. 2-6-20 0 COUNTY COMMENTS COUNTY COMMENTS 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - CIass 1IL 9. All excavation for underground pipe installation must comply with OSHA Standards for g p p p y -24- 6-24-20 COUNTY COMMENTS the Construction Industry (29 CFR Part 1926). 7-24-20 SIGNATURE SET NOTES AND DETAILS C1.0 2R �4„ " HANDICAP SIGN CONICCURB AND GUTTER CLASS 3A, EOP HANDICAP SIGN LOCATION (VAN) (Pc=3,000 PSI) CONCRETE LOCATION (TYP.) VA. SIGN FOR THE DISABLED ON 0.80 GAUGE NOTES: 1.5"DIA GALV. 6" 1. FINE BROOM FINISH ALL STAIRS. ALUMINUM- COLORS: GREEN BORDER & RAIL (TYP.) 12" MIN 2. RAIL ON BOTH SIDES OF STEPS a ° ° LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, (TYP.) \ FACE OF WHITE BACKGROUND. (IF NOTED) 13" \/ ° "a °a ° ° °. CONCRETE BUMPER CURB 3. SEE PLAN FOR RISER HEIGHT ° ° d 7" A ; 6 BLOCK ANCHOR WITH PAINTED 2% MAX. 18' 18, 4. MAX. CENTER TO CENTER SPACING COMPACTED . ° ° ° ° ., ° , © . '° d ° EP/ FC 5/8" REBAR IMBEDDED PER 4„ BETWEEN STAIR POST TO BE 6'. SUBGRADE ! a ° a ° .Q 24" IN GROUND SPEC. PAINTED RESERVED ADD CENTER POST IF NECESSARY PAWING PAPoCING 3'-0^ \ a ° 4" STRIPE TO MAINTAIN MAX. SPACING Cl- (TYP.) EXP 1' OR AS SHOWN ON PLAN (TYPICAL) JOINT o MOAN" CONTINUE 21B STONE WHEN NOT ALONG SIDEWALK 8' 5' 8' 8' 8' 1 10� ) 4" MIN. BASE FROM ADJACENT 12" MIN GRADEFINISH�) PAVEMENT SECTION F ACCESSIBLE ACCESSIBLE (TYP-) 12 CONCRETE \ /\ /\ /\ \ I \ / I / /� �� UNDER CURB HANDICAP SPACES REGULAR SPACE PBIA°TY PmTY (TYP.) s° s° z'-o'I =p -MRE 0-$500RE T-O" 1/2"R I VDOT STANDARD CG-6 CURB & GUTTER CURB WIPE DOWN DETAIL TYPICAL PARKING SPACE DETAILS TOW AWAY ZOIE TOWAWAYZOIE (MAX.) No Scale No Scale No Scale FINISHEJEX 1/8" T VAN � GRADWASH 00 2 R V ABOVE ACCESSIBLE 6' ABOVE V-4" TOP OF CURB 2" 5 VARIABLE WIDTH' FINISHED FINISHED EXP.8 ° ° CORE DRILL CONCRETE FOR 1" R MAX. CROSS SLOPE 2°k HANDRAIL POST, EMBED " NON -SLIP BROOM FINISH GRADE GRADE 5" HANDRAIL A MINIMUM OF 6" g" BELOW FINISHED GRADE AND THE DEPTH OF CURB MAY BE s ' 4" j\ j\ ,- e SPACES SHALL BE IDENTIFIED BY ABOVE GRADE a GROUT TO THE FULL DEPTH A MINIMUM OF 13" AND A SIGNS AS RESERVED FOR PHYSICALLY OF EMBEDMENT (TYP.) MAXIMUM OF 19" : ' • H SURFACE:DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGNAGE NOTES:SGN AT EACH PARKNG SPACE NDGATED ON +" 5"57 STONE 161, \/ 1/COM/PA,CTED /�//�SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED #3 REBAR (12" O.C.) 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHWHITE) WITH GREEN LETTERS AND (2) #5 REBARS, BOTTOM CONTINUOUS, > BASE CONTINUE STONE BASE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 4" 3,000 PSI AIR -ENTRAINED INTERNATIONAL WHEELCHAIR SYMBOL. SIGN LAP 2'-2" AT SPLICES VDOT A-3 CONCRETE e ; " FROM ADJACENT PAVEMENT REVISION THERE TO: CONCRETE SECTION UNDER CURB SUBGRADE 4" TYPE 21 B STONE SHALL BE PLACED ON STEEL POST 1-112" O A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 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 4" MIN. SUBBASE CONTROL DEVICES. ACCORDANCE WITH VDOT STANDARDS. 1,�„ C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. h►-6"�{�-7" D. THE 2000 INTERNATIONAL FIRE CODE. ADA PARKING SIGNS EXTERIOR STAIRS jVDOT STANDARD CG-3 CURB 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale No Scale FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER No Scale CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN 4" NOTE 1 ABOVE. TOP OF CURB R=2" 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND METAL INSPECTION FRAME W/ SOLID LID \ \ \ INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 6' 3' EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) 6 1.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A J" CONCRETE COLLAR °4 (PLACED IN SINGLE LIFT) CRUSHED STONE BEDDING n SURFACE SOLID WHITE LINE 24" 8" TYPE 21B AGGREGATE BASE COURSE 0 0 6" DI CLEANOUT 18' \/// ° ° A VDOT A-3 CONCRETE STOP (TYP.) o 0 o A 120 x BASE VCLASS Al ".a. CONTINUE 21B STONE BASE �j��VA�\j j�VAj�\/��A/������A COMPACTED SUBGRADE A BROWNSTONE \/ �\ �\A. FROM ADJACENT PAVEMENT PLUG AT END RIPRAP o 0 0 0 0 /�\��.. SECTION UNDER CURB I 12' OF LINE���� STD. (VARIES) R1-1 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 6"X12" CONCRETE VDOT STDCLASS Al. UB BASES CURB BROWNSTONE RIPRAP NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE CLEANOUT DETAIL LEVEL SPREADER DETAIL VDOT STANDARD CG-2 CURB LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1" = 1' No Scale No Scale 7-1/2" SOLID WHITE LINE *LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS U LENGTH 1.5" ASPHALTIC CONCRETE SURFACE DRAINAGE AREAS FROM C5.2 6' 3' 0.5' FROM EP LEVEL SPREADER: 5" COURSE - SM-9.5A 2.5" INTERMEDIATE BASE COURSE - IM-19 6' Q(10) FOR PIPE 201 = 2.00 CFS (SEE CALC BOOK FOR CALCULATIONS) o 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE L = 13 LF x 2.00 CFS INFLOW (10-YR STORM EVENT USED) = 13 aa, C' O C' ZI 2, LF X 2.00 CFS = 26.00' 6"a.. V/ V�/��/V�/��/V�/V�/V�/V/ (TYP.) (TYP-) MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE o " O O O 12" /\//i\� \\� �\ \�\�%\ ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. COMPACTED SUBGRADE SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL A ° ANCHOR WITH %8' REBAR SPREADER FOREBAYS AND FLOW SPUTTERS. o 0 0 0 o 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=Y," EXISTING PAVEMENT PROPOSED PAVEMENT LEVEL SPREADER DETAIL 1 CONTROL JOINT SPACAED XIMUM) No ScaleAT WIDTH NOTE: PROPOSED 0- SAWCUT THROUGH o- MATCH EX. CROSS }4 EXPANSION JOINT AT MAX U EX. SURFACE w SLOPE UNLESS OTHERWISE OF 30, WITH PREMOLDED PAVEMENT MUST TIE XX COURSE w EXPANSION FILLER IN WITH EXISTING W & REMOVE SPECIFIED ON PLANS PAVEMENT PAVEMENT CONC. WALK 2' MIN. PROPOSED SURFACE 2"+ COURSE a a EXISTING • • ... • a .° - s. . ° ; CATIONS A .° ,•'' PAVEMENT 50 CM(19.7") UNIT SIZE- 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM . a e. 16.7 CM (6.6") 25 CM (9.8") O O O O O O O O O (20"X201"X111OR 40°X40"X1") 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o AVAILABLE IN 9 STANDARD ROLL SIZES \ \\ \\ \ \\ \\ \\ \\ \\ \ \\ \ \ \ \ \ \ \\ \ \ \ \ MILL EX. SURFACE COURSE BASE COURSE UNr wEIGHO SID2.0 GG GRAMS (4.5 a OZ.) AGGR. COURSE 112 KG/CM-SPOUNDS) � SAWCUT EX. EDGE OF PAVEMENT STRENGTH KG/CM`(1s,9aoPSI) COMPACTED SUBGRADE 4" 21-B STONE COLOR - BLACK RESIN - 100%RECYCLED HOPE CONCRETE SIDEWALK JOINT DETAIL PAVEMENT REPLACEMENT JOINT DETAIL No Scale No Scale PLAN Kyl GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS CG-12 CG-12 A5 DOWELS, 6" LONG A PERMISSIBLE A AT IT' C-C --G� CONSTRUCTION PERMISSIBLE 5- MIN. JOINT CONSTRUCTION #5 DOWELS, B" LONG SEE ENLARGEMENT BELOW MULCH AS SPECIFIED 12.1 MAX JOINT R 12" C-c 4'-0' r a,'� z MIN. I 1 .3 CM (3.3") HYDROGROW MIX BELOW RING « 12n MAX 4' aE 2.3 CM (0.9") SUPPLIED FREE BY MANUFACTURER EXISTING GRADE OR GRADE B 2 B M6CIA (2.a") OF PLANTING AREA, MAXIMUM2:1 SLOPE RAMP EI Yo B e On rla A -RINGS FILLED WITH CONCRETE SAND (CLEAN,SHARP SAND) SPX A% B. o )SEE TABLE) TRUNCATED DOMES a 2' 0 _ COMPACTED SANDY GRAVEL ROAD BASE A SEE SHEET 1 OF 4 FOR DETAILS 95%MODIFIED PROCTOR DENSITY SHOVEL DUG EDGE 2 1/4" THK. BRICK PAVERS N TRUNCA= DOMES ° -61NCHES TO 12 INCHES 3/4' MORTAR SETTING U SEE SHEET 1OF 4 FOR DETAILS O (DEPTH OF BASE COURSE TO BE AT45°ANGLE ACCENT BAND V A TYPICAL DESIGN DETERMINED 6voN-sITEENGINEER) BED 5'-0' MIN SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION SHAPE TO MATCH FACE B ° 4-° - =)III=)III _- 4" VDOT #21A COMPACTED SAND SWEPT ITS. BACK OF CURB OF 4enwnr cues - �' 12.1 MAX. 4BnMax. III -)III- I_ = _I = COMPACTED SUBGRADE, LAWN AREA OR BACK OF CURB PAVED AREA STONE BASE 4" CONC. SLAB 20 `1 48 20:1 SECTION CROSSWALK TOP OF GRASS ROOT MASS 6 MM I SECTION A -A TYPICAL PLACEMENT SECTION A -A ` 4, p � I, 11,E A I /� (1/a")ABOVE TOP ACH RING t2'MIN.+4 AT INTERSECTION F2'MIN� 9' ��� �� M//y y d? GRAAP-FIT 2 ATTACH WITH _ ,1' N f' SNAP -FIT FASTENERS _ a A ,.d a WITHIN CROSSWALK ERMISSIBLE 9f'� RINGS FILLED WITH CONCRETE SAND CLEAN, SHARP SAND ° PERMISSIBLE CDNSTROCTION ( ) ° ° d ° A CONSTRUCTION JOINT - d .LOINT ROOM -----COMPACTED SANDY GRAVEL ° ° ° a 4' 4 °SECTION B-B 5' MIN 11C:1 MAX) BASE COURSE d SECTION B-B 10'1 MAX ENLARGEMENT - SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION .°. O O o bi_, NOTE: FOR GENERALNOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS h_SQSEE SHEET 1 OF 4. NOTE GRASS/PLANTTYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, LANDSCAPE DESIGNER. SEE SHEET 1OF 4, O O O O O AOULANDING AREAEA OUTSIDE OF 5,1 - TRAVE LWAY SHALL I NOTE: 1. TRENCH EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREA FOR CONTAINMENT). _I _ 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. - Y Y y BE PROVIDED WITHINMARKED y �Q THE MARKED �a TYPICALGRASSPAVE2 DETAIL 3 CROSSWALK AREA. 3 1 MAX 5 MIN O J Q CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES U ARTTOSGYf 4 U N A OUTSIDE F LANDING AREA 16265E 33ROOR,SMT011 F OUTSIDE OF PROVIDED FO SHALL BE PROVIDED FOR CROSSWALK 0' CROSSWA K FAX:AURORA, 233-15LORMD080011 ROSSWALK PERPENDICULAR CROSSWALK II ❑ U p FAX:B°0-233-1922 pp Z33-8383 WITHIN THE MARKED II II CROSSWALK AREA TYPICAL PLACEMENT OSSWALK TYPICAL PLACEMENT 3z3s?� AT INTERSECTION DIAGONAL VARIATION AT INTERSECTIONWITHIN C lamvscDA".•ma reY. v18 NOTES WITHIN CROSSWALK (WITH BUF OFERWALK STRIP) THE REIS LIMITEDRED TO 15 FELENGTET.REGARDLESSLEOFRAMP THE THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING NOTE: SLOPE. CONSTRUCTION, 6FEET FORALTERATIONS. REQUIRED FETPOE CURB P MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONTRACTOR TO PROVIDE A SHEET 3 OF 4 SHEET 2 OF 4 SPE m! TOR SPEORcnna MIN. OF 10" TYPE 21-B "iEPNE CC-12 DETECTABLE WARNING SURFACE REYEWMX CO-12 DETECTABLE WARNING SURFACE 102 TYPE B (PARALLEL) APPLICATION REV. 105 TYPE A (PERPENDICULAR) APPLICATION NEW. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A 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 PER CENY MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB D 4 6 1 5 2 5 6 3 8 9 a 6 2 5 0 5 6 A 5 Cn U w i N U Co N N Q Z O N 00 z O rv,'s Ofo W <� J =� W w LL LU w tr Co w It Y M �v O LID ww woO Leo n=- N_ N (C Q CRAYGW.J.KOTARSKI Lic. No. 0402048507 O�'07/24/2020 S.'g';eONAL;� W a, m 06 Lo N 0 N Q o Z Q W � Q 04 � V W V LL - a0 N W N m Z J Q _D Q O U U) J c O c V♦ W Z = v O U) J Lu U J > Lu - TJ a Lu W w w W H Q J r I ) m PROJECT NO: 593801 DATE: NOVEMBER 25.2019 I DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET NOTES AND DETAILS Cl 11 -^_ _� \ / / APPROX. LOCATION OF4" - \ \ - - D.I. WATERLINE I I, I 1 COMPILED PROPERTY LINE PID.• 08760-00-00-01200 , LEGEND -�,�\ \ \ '' MCLAUGHLIN LIVING TRUST I I ' 30PRESCRIPTIVE VOOT ZONE: RA ® WATER VALVE R.O.W. EASEMENT 0.72AC ® WATER METER a ROOF DRAIN / DOWNSPOUT ® CLEAN -OUT STORM DRAINAGE (SD) MANHOLE- -0 DRAINAGE FLOW DIRECTION / / / - - 1 - _ I / / - I _ P1D:08760-00-00-01000 RCP REINFORCED CONCRETE PIPE / / / / / / / / / - - - - - - - _� a \ 112 $ _ - - - _ - _ - _ I 0 MCLAUGHLINLIVING CMP CORRUGATED METAL PIPE -�_ TELECOM PEDESTAL / / / / / / / / ' ' / / 1 1p� 9 ` - - - - ��� I \ 1 4b - _ TRUST C/O DANIEL H ' / / 1p / 1p - _ r � 1 h - _ _ ` MCLAUGHLIN & TERESE N 0 UTILITYPOLE < GUY WIRE / , / ' / 6 / / ' 1 , - - ` - - _ _ \ 1 1^6 -� ,` MCLAUGHLIN RA ® POWER / HVAC STRUCTURE, AS NOTED ' / / ' / / 10 / / ' / / ` - - _ _ \' 01 \ \ - - _ _ ZONE: C oa LIGHTPOLE ' / / / / / 10� 1p5 / ' / ' / / / 1^ 112 - - _ _- \--<;� I I \ `h / ' / ' ' / 13' - - � 12"RCPW/6 HW 0.91AC © ELECTRIC METER / /' 1pl / .1p / / / / / / / / / / / / / 7 i ' - _ _ _ \` \ INV-7f9.10' Q UTILITYLID(FUELTANKCOVER) pp , / / / / , / / 11 y _ _ / P 7 I � _ -���� APPROX. LOCATION OF 4" SOIL TEST BORING ,' /' ,/ / / ,' // // / / i ,' /' / i-716-----__-- D.I. WATERLINE o SANITARY DF.JUNCTION BOX ❑l ELECTRIC BOX �'/ // // / // //�T i\` _ \ ,1ry� i/ (o/`CEHOOL `__`� \ y Ar / ' , / / , ' ' ' ` _ _ / / / T SC7 ROAD _ OF DECIDUOUS TREE ' � ' /` � ' � ' � ' / / � _ _ _ _ / / _ _ 22 12"Ra �P \ / .725 ' - - \ CONIFEROUS TREE HANDICAP PARKING / - _ - - _ _ - - , - - ' i / / _` / -!NV 7POs73' / / VD \ / _ ' / _ - _ - \ _ = ` _ \ H 15' PRESCRIPTIVE VD - _ CNSq TER -721 / _ - _ \ o R.O.W EASEMENT - VALVE(3 - ucP - UNDERGROUND POWER UTILITY - ' ,/ , - ' _ - ' / ' _ - - \ ` / _ _ _ - - , - ' ' ' _ _ - ' J� \ / / ti / - _ _ _ - f - -- _ \ \ \ HP _ + PID: 087B0-00-00-01OA0 ,1ti \ o COUNTY OFALBEMARLE oHP OVERHEAD POWER UTILITY , ' , - _ - ' _ , - ' _ - ' - _ - , '� - - ' -0/ya % / 16" MAPLE / - -z; ` f \EP - SCHOOL BOARD RTY-LTN�F , - ' / \ \ / / d / f 9Hp �� \ ZONE: RA —x— - - / NP 17AC FENCE -LINE _ / / / EP / 123 - - - - - _�� - \ \ DB. 706, PG. 497 EDGE OF PAVEMENT (EP) ' ' _ o / off / �7— OH /'/ - TREE -LINE - JJ _ — — � — \ � ' H'P 4 � � _ . 725 ,72 6"DOGWOOD SIGN - - - - - - HANDRAIL / / / / P5 / \ _ 30" OAK — — _ _ 24"MAPLE / ' Cc?, \' _ �' (� d 30 OAK -W- WATERLINE / / / OOE� // Pg \ V 726-�------- d 1 / �0 / ylEi �y 6"DOGW90D' i 'tq — — — \ / , 0 .. DITCH LINE o / �p6�R�0� �0�\��r^ i / / 24'�AK- = I METAL SIGN / / ^MNd 5 P 725 ' r / 8"DOGWOOD ^ �\ I II k 'RED HILL ELEM. SCHOOL" SIGNGAP �\ F / tit Q SWL SOLID WHITELINE(ROAD STRIPE) / oHP // /' PLANTER W/ E TIME R WALLS a ' \ ® BOLLARD / / \V l� Q EG EDGE OF GRAVEL / / / / / / / / / // RP�P/ �j\O SRDO / � i / � ¢ \ \ / � 12"MAPLE — �, CG CURBANDGUTTER / P / / / �\ J� / GAS / ��/ \\ �ryh �m `\ FLAGPOLE CC CONCRETE CURB °� / / �J / / ' \\ \\� / I \ ` \ ; 5 qv CONC. DONO�ES END OF INFORMATION / ETE/ / ANb ^^1 \^� * OR CONNECTION UNKNOWN D.B. DEED BOOK 005 '�'i / / '\ ^ / P1. �0 �\ i , \ n I 4"-6"DOGWOOD(2) / b � / `� � _ '/ \ LSA LANDSCAPED AREA ^� AGE/ ok1P / �y l 11 / / ^ryti / \�� ASPHALT - / / \ \ E= CK o= / / IRE / �� rJ6 �0 2 � / / �. / / Ge gR , l co He sP �2 PROPERTY CORNER / MONUMENT FOUND, / / / 0� J p M ACES 14" PINE r p I B El OO (F) AS NOTED / / / ! . 20 , / / / G� QOEa 6' p BENCH CANOPY / o / / 1h o /, / / / O �o \ \/ 1� GRAVEL \ / - ` `� _o \/ CONC. FUEL POUMP I \ NED 14' GATE pGQ O / \ \ CONIC CG 1 9) CONC. (CAPPED) I Icb 01 / 100 1 / /o\AP \ 6' (W) DBL. DOOR COLUMN P \ \ \I \\d\ FFE=72728' 4„/X\I '4/"S,T/ErEL GQ Y(W) DOOR *-0 oOI S COVERS/ oHP (4)0 \ 3'(W) DOOR FFE=72728'PVD: 08700-00-00-06WO / / / /\T / If SEPTIC O /COUNTYOFALBEMARLE o SCHOOL BOARD /G I'STEPPED "RED HILL ELEM SCHOOL" II I ' o2 29 \ 0 CANOI> Y BRICK WALL DB. 504 PG. 343 /30"OAK \ I 14" DOUBCE DEC. d / / / / / / /' / / 3' (W) DOOR 1 I 8„(Vy)'KNEEWALL l FFE=72L22' 1 _ I OaI I / 1 I � CONQ ) \ � V ON CONC. PADS 3-(W) DOOR 4' (H) (TYP) FFE=72723' \ 1 Q I I \ / / / / / / / , E�•� i 6' (W) DBL. DOOR / l _ _SEPI, \ L it,�� / FFE=72720' OCQVERt ' 1 �� I 3 x ��) 138" OAK FFE=) DOOR F (W) DBL. DOOR I l METAL / , \ 7$ I a� I / o SD INLET TOP=726.35/GRATE / �\ / / / FFE=72724' /� STAIRS / MAPLE N I I / / \y / 725 1N , I INV OUT= 722.35' 12" RCP (SW) /' - - - -- O / / / 3'(W)DOOR EQUIPMENT / /j// / / d / / I / FFE=72523' ENCLOSURE AN 24"OAK l \ 6'(W)DBL. DOOR 6'(W)DBL. DOOR LSA I I I I 3' (W) DOOR FFE=725.21' FFE=727.29' // I 1 = I / l FFE=725.24' 1 09GH'OODS \ \ 1 1 1 1 I I II II I1 \I \ 3' (W) DOOR < 3' (W) DOORSANITARY DF JUNCTION BOX, FFE=72524' FFE=72727' FLAGGED BY OTIERS (TYP) 6' (WJ DBL. DOOR /\^ gyp FFE=72��(�qy, \ \ 1 1 1 I I 1 I 1 \ 523' \ 3' (WJ DOOR /// / `<A.s' 1 I l Ik / SD INLET W/GRATE FFE=72722' %'/ I l TOP=723.16' \ I I I \ 3' (W) DOOR INV IN = 720.95' 12" RCP (NE) 1 / I FFE=723.20' ' 1 I 2 INV OUT = 720.64' 15" RCP ( SIN) 1 1 \ l I I I I 1 • i� 10"IBLOCKWALL I \ 11 1 \ \ 11 I I I O 3' (W) DOOR 3' (W) DOOR \ \ \ \ \ I I I I I G / CO/Vc +4)(H) FFE=723.20' 6' (W) DBL. DOOR FFE=725.23' 00 N^ FFE=72526' Q II �'\ I 10"BLOCK WALL SDMH 1 1 K 9 14"MAPLE FUE-LC,OQ �� // 1 t5'(H) / S� I I /11' VERS u�' / TOP= 725.79' \ \ \ woo DEN �X �/ INV IN= 720.16' 8" PVC (NW) PLAHUSE^ \ I INV 1N=720.17' 15" RCP (NE)oc 1 LEVEL INVOUT= 720.01'15"RCP (SE) CINDER CONC)9OR FFE=1REDHI LEMEELEMENTARY SCHOOL" L�5 III \ \ - _ -727 io Ir 3' (W) DOOR I I i / ` \ \ 6' (W) DBL. DOOR FFE=725.26' Q. 0 \ \ 1 / \ \ FFE=719.24' i \ I 1 1 1 1 / I \ 1 / 3' (W) DOOR I 1 \ ` _ I I x PID: 08700-00-00-06400 24' D1=C. TRAE I kt 1 I 1 / I I I ` 726 --- 12 PLAYGROUND FFE=725.21' I 1 37 \ I 1 I W JAMES F POWELL, JR. AREA \ \ I _ \ I 1 2 HC PARK/NG SP\ I I I ZONE: RA I \ I I ACES \ I I - DB. 2246, PG. 461 N 3' (W) DOOR 3' (W) DOOR I I 1 \ FFE=725.25' \I 11 v\ \ FFE=725.24' I SHED \ x I I S \ I I I I O k \ \ I I I,0. I / O CHAINLINK FE CE9' CONC. ` � \ \ I yyy O \ 8"PVC \ I 1 \ \ 11 �// \ \ \ - -` CONC. CONC. INV=1713.3q I // \ \ \ I PLAYGROUND AREA If -- -- 724— 6 —__ _--- 1 2 x I I 1 0 18"DEC. TREE \ I 0 \\ �\ `\ x ucP_ �' /l I �1ryh SDMH TOP= 724.21' INV lN=719.36' 15" RCP (NW) 14 PARKING SPACES / ` \ I / / INV OUT= 719.28' 15" RCP SE \ 1 1 I o 1 I \ 1 \ \ \ \ 1 \ \\ \ \=712.82' 723--- 1 `�\ //\ X—\`----�� ` EP P \ X\CON / I - - - CIIAINLINKFENCE \ Xl l — BASKETBALL - _ _ - - SH ® \ W 720 _ ' �� X - - - _ ` \ GOAL (TYP) ���/// PRESERVED EP \ �C-------- \-----__ - _�X� -- CRITICAL SLOPES / 8/0\> \ \\ oL \ I \ - - - - - _ - - 719 - - - ' \ �X� =�X (TYPICAL) SHEDK \` - - - - _ d 14"DEC. TREE SD CURB INLET \ \ - - X `` TOP= 722.26' - \ \ \ ` _ - _- - \ - 718 �qy� INV OUT= 718.25' 15" CMP (SE) X \,— XT — \ Xy— —� \ — _ — _ \ — _ X —X t — — — — — — \\ \ 'l✓is' 1 j 18: DEC. TREE c+) 00 Q z c J U uj i U00 N N Q Q > � N 00z >; OM W Ir Io J =L0 W w O of c,0 H ~ w w q H y c+) 2 O 2 v 20, } w w J 0 (1) � 0- 2 01 0 Q CRAYG W. J. KOT.ARS K1 Lie. No. 0402048507 0712412020 e4 O M W a, Lc) Old 1j CN N 0 N Q r M \a\ / Z Q O W o p N `G r� / v V m 2 (V - a0 W W cv m z co J Q o0 Q L U � J NCD Q O W Z = J v O t� ct J w WLu J 0 W W a �j' m� J C ci a 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 7-24-20 SIGNATURE SET EXISTING CONDITIONS SCALE 1"=20' 0 20' 40' C2,0 \ =_, APPROX. LOCATION OF 4" D.L WATERLINE COMPILED PROPERTY LINE PID: 087BO-00-00-01200 NOTE: MCLAUGHLIN LIVING TRUST REFER TO PHASING PLAN SHEET CO.1 30' PRESCRIPTIVE VOOT ZONE I R.O. W. EASEMENT C ' OVERHEAD POWER LINE TO BE RELOCATED UNDERGROUND. ' COORDINATED WITH UTILITY PROVIDER -RRIOR TO THE START OF CONSTRUCTION. PID: 087BO-00-00-0 1000 I SAWCUT AND REMOVE 1' "b MCLAUGHLIN LIVING i \ 1^ PAVEMENT SHOWN ON C4.0. ` TRUST C/O DANIEL H _ = �� �h q/ MCLAUGHLIN & TERESE N MCLAUGHLIN _- ZONE: RA 0. h ( / ' / / \\� \\\ \ \\\\ - REMO(/E \ 1^� 1 REMOVE P AON OF 0.91 AC _ \\ - - - _� 0 / 12"RCPW/6'HW \ STORM PIPE I / 1 I / / I \ Vx1l INV=7%9.10' ' _ / SIGN \\ \\\ _ _ Z'- ^ro ' -1_P I APPROX LOCATIONOF4" / / 1 60� 60 1 1p / / / \\\`\\\\`\\\\�\\\\\\\\�2�\\\\\ "`sue- D.l. WATERLINE pb / 0. (� g6 6° T / ' ' , / / UNDERGROUNDTELIEPHONEVNE \\C\\\��\\\\. \\\ - - -- 3 a 1� 6 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 6 / 0 / / ' / / TOPE RELOCATED! CUIN I "CTOR <\\\, <\\\. \<\\\ 0 'C _ \\\\ \\\\ LL jt�LOCATION WITFL \\ ' / UTILITY PROVIDER AC ORDIN�CY \\\\\\\\ \\ \\\\\ / (RO E OL AD _ pH� / / \\�\\\\\�?�\\\\ \ \\\\\\\?t \\\\\\\\\\\\?•\ - ' ' 760E / - - / CLEAR AND CjFEUB VER EAD POWER LINE TO \\ `- _ _0 \ RELOCATED /WOODED AREA,- 725 \\\\\\ \ \�\\\\\\\ \ \ \� \\\\\ h \\\\\ \\ \\\\\\\, \\ 12" R�P 725 ' ONDESGRGUJN �C2aRD1#ATE�\\\ \\\\\\\ \\\y�\ \\\\\\\ \\\ - / _ \\ 'REMOVE PO \\\ \\>\ \\\ 15'PRESCRIPTIVEVD07�- - VNATER WITHIfTIU:[- R R \� C\\\ \\ \ \\\\\\\\\\\\\\\, \��\\\\\ / _ ' / \ 0 P ' = _ _3 -A1VD GUY WIR \\. \\ \\\\\ '� \\� \\\ ' ` \ �� PID: 087BO-00-00-01OA0 �c F. \, \\ \\\\ \ 4 VALVE (3 ' \\?�\\\ \\\\\ R.O. W EASEMENT PRIOR"'FO_ SHE JTART-0� �_� \\\\?�\ ' � _ _ - �\\ \ CONSTi2UCTIAN _ _-\y\\\?'�\\\\k' \\�\\ \ 16"MAPLE / ':� \ > \EP _ _ COUNTY OFALBEMARLE SC CBl01P1L/ED PROPERTY-Lly - _ _ I ZONE: RA BOARD x\ � I 706 PG REMOVE SANITARY G� ' - - - .17AC \\\\\\\ \\\\� / 0 p /' ON / �` / SEWER STRUCTURE �RELOCATEEXISTING ' / / DNP 4 J 725\\-- /L., FOGFSTING PO l 30"OAK 6"DOGWOOD — — 24 MAPLESIGN �S TELECOM AND ' TO REMAIN _ _ - - - ` - / / / gP5 / UNDERGROI�ND LlJ11E / - - / 6 _ as j 30"OAK— / 08700-(JO-00-060AOI / 00 / P5 RELOCATE 72 - - - - - - - ' OUNTYOFALBEMARl E 0 r�'10 IL� / 0�5�E/ �� \ \DOGW90D' GUY WIRE / / / rt / SCHOOL BOARD /l / / REMOVE -' -rA08 00 \� / 2a'�AK- - - ' ` 1 ` x METAL SIGN Z6NE.' RA l / l / / / \V' SR LJ / ' / ' 5 / / — 8"DOGWOOD I \ I U / / °°} / VP5 P / ' REMOVE 72 1 O k 'RED HILL ELEM. SCHOOL" D . 508, PG. 503 � / / 2.88 AC PLANTER W/ / / 1 REMOVE PAVEMENT E TIMB R WALLS l OB`V 00� / / \_ _S_ �WO SRN TARYI /' MARKINGS 12"MAPLE Q T / I P/ / � // / / f DUI / �55R / \\ �ryh atvvtKST\mTURL \ \ \ FLAGPOLE - _ - I I / 1'\ / / 11t� G \ I I o / 1' / MOVE \� REMOVE LIGHT' \ / REMOVE UGP / FIXTUREKT ` \�° p / �° oo05t�P / / / ^c� P �I — / / \ \ 7 0 7515E7, I 4"- 6" DOGWOOD(2) ti� 0 OAP / / O /x / / µEEC l / / ONTRACTOR TO REMOVE ALL �ry loV 00 ASPHALT - / / L C= G /THREE 3 MOBILE CLASSROOMS / / ? 0 RO 2/_/CSP 00� / ( ) / VG wS5 N 'ICES \ 14"PINE i NC, / S p / AND ASSOCIATED FE/jTURES TO �' / GPI REMOVE BENCH AND y' / OykP / R�MOVED OVERh / INCLUDE DECKS, RAMPS// � / �g�P , RETURN TO OWNER emu" FOUNDATIONS, UTILITIES ETC/. / Et,\ , I - / / OOWER LINE TO B 000 6 ` H CANOPY N \ UNDERGROUND. / 1� GRAVEL \ CONC. ABANDONED / 14' GATE ^0 0\AP I / / 1^ / COORDINATED WITH O ' \ �" FUEL PUMP / Q / O / / NC ` CGONC. CAPPED // so // UTILITYST PROVIDER PRIOR REMOVE EXISTING //JC� / CO- coN (CAPPED) / 00 TO THE START OF UNDERGROUND J / / - - - - Oh / P / / / a / / CONSTRUCTION. / REMOVE EXISTING - _ - - / ON / / / / POWER LW UNDERGROUND - 727 POWER LINE / 6' (W) DBL. DOOR ' ® N S` 0%AP / ' / o / / OOO I 3' (W) DOOR REMOVE RIP RAP. LOCATE AND 4"X 4" STEEL _ _ - ' p0 _ `CONc I >K / OG / / ' / /FFE=72718' PRESERVE AND STORM PIPES COLUMNS-(TYP) SEPTIC / /so COVERS/O AND TIE TO PROPOSED BUILDING / I l O STORM PIPES PER PLUMBING PLANS. 3' (W) DOOR 130 \ / P/D:08700-00-OD-06VO FFE=7272s' / , eOUNTYOFALBEMARLE ' ' / ' / I / , / o / GQ / / / / I SCHOOL BO RD / zo / / / / / 'RED HILL ELEM SCHOOL" ' / / / / \ /\I I'STEPPED �0 DRAINAGE / 3 / / � / / , PROTECT / � N / CANO/�Y BRICK WALL DB. 5041 PG. 343 , , / / /EXISTING/T'REE— tih ^ REMOVE KNEE WALL FEATURE 4/55AC / / / / / \n 2 1 PER BUILDING TO REMAIN /301,OAK DEMOLITION PLAN LOCATE SANITARY CLEANOUT 14 DOUBLE DEC. / / // / / / /' // /' / / 3'(W)DOOR AND SEWER TO THIS POINT AND o �ZE "d / / / / MOVE POLE / , REMOVE FFE=72722' TIE TO PROPOSED BUILDING ' ' / / 8" 'KNEE WALL / AND GUY WIRE' / / / (W) SANITARY PER PLUMBING PLANS. / / / , / / PROTEQ-( , ON CONC. PADS 3' (W) DOOR / Q EXISTING TREE / 4'(H)(TYPJ FFE=72723' \ a REMOVE KNEE WALL 6'(W) DBL. DOOR SE ' \ \ FFE=72720' V' / PTIC PER BUILDING DEMOLITION PLAN / / I gVER,� /38" OAK 3' (W) DOOR s' (W) DBL. DOOR / I METAL / \ 7$ l Q� I ' p SD INLET W/GRATE / l ' FFE=72724' /� STAIRS / MAPLE TOP=726.35' FFE=72524 725— /N ^ I INV OUT= 722.35' 12" RCP (SW) 3' (W) DOOR EQUIPMENT / PROTEC1 FFE=72523' ENCLOSURE 1^/EXISTING TR4E REMOVE KNEE WALL 729 — / / / 1 PER BUILDING DEMOLITION PLAN OONc \ /' 24" OAK l \ 6' (W) DBL. DOOR 6' (W) DBL DOOR \ / // 4i L SA I 3'(W) DOOR FFE=725.21' FFE=727.29' / (L FFE=72524' t�029GWODDS JUN3' W DOOR 3'(W) DOORSANITARYDF XFFE=725.24' 0 / FFE=727.2T I / I FLAGGED BY OTK ERS (TYP) , 6' (W) DBL. DOOR s < REMOVE KNEE WALL FFE=725.23' \ / I PER BUILDING DEMOLITION PLAN 3'(W) DOOR INLET W/GRATE TO I I FFE=72722' / l I TOP=723.16' FFE=723.20' �' - / // \ ^ fo"BLOCK WALL ^ - - Il = INV OUT = 720.64'15"RCP SIN 3' (W) DOOR _ _N _ _ I CL INV IN = 720.95' 12" RCP NE 15, \\ 1\ \ \ 1\ I N 3' (W) DOOR 3' (W) DOOR GOtJG' CONC t4'I(H) ^ / V — I / I ^ FFE=723.20' FFE=725.23' , I \ \ \ I I I 6' (W) DBL. DOOR I FFE=72526' \ \ \ \ \ \ I e�t�I '� 9 ` II // I 1`L SDMH 14"MAPLE `w� F(/c-L COCI f� 10"BLOCKWALL © I t5 (H) / / TOP= 725.79' WoODEN �X �/ yINV IN= 720.16' 8" PVC (NW) �l U CONC I / / _ INV /N=720.17' 15" RCP (NE) ^ N. PLAYHOUSE \ I / o INV OUT= 720.01' 15"RCP (SE) 1LEVEL / RB SW? I 0 CONC n 3'(W)DOOR CINDER BLOCK FACILITY - 727 FFE=719.24' 'REDH/LL ELEMENTARY TO REMAIN SCHOOL" �h 1 rI / \ 1 I / . \ REMOVE N 3' (W) DOOR \ 1 / ' \ 6W DBL. DOOR t` ( ) \ FFE=725.26' FFE=719.24' i � \ I I p ` 24 \DEC. TR& k3 ' I (S ARCHIT CTURAL PLANS) 3' (W) DOOR I / \ x PID: 08700-00-00-06400 UN I 37-A 726 - - _ I 1/ W JAMES F POWELL, JR. \ PLAYGRO D FFE=725.27' \ / 1 AREA \ r - \ I / I 2HCPgRK/ \ I I I W ZONE RA NG SP / I - ` 'ICES DB. 2246, PG. 461 N \ I — 3' (W) DOOR 3' (W) DOOR I I i \ FFE=725.25' I u FFE=725.24' k I \\ 1 \ EMOVE PORTION OF � I SHED \ i1 / I x � a I \ CHAINLINK FENCE / I I FENCE TO i \ \ I o = / II REMAIN HAINLINK FE CE(H) SAWCUT \\ \ V A 1 IV I 1 I A \ CONC. CURB \ I 1 \ \ 1 // ` _\ CONC. — �X O v8" PVC 1 y/ SAWCUT V � _ CONC. I / X— — — INV= 13.3 // \ REMOVE PAVEMENT \ < PLAYGROUND \ , Z 1 O��� \ \ / ' \ REMOVE � I I / AREA / / STRIPING 2A CURB _ L - - 724 `18"DEC. TREE \ ors \ \ \ \ � \ STRUCTURE TOP �v l \ \ \ I SAWCU�i �D REMOVE 1' \ P I \ 1 ! \ \ \ TO BE LOWERED I�ALTTO MATCH K I OF ASP 1 SDMH 4 TO MATCH FINAL GRADE PAVEMENT SHOWN ON C4:H. --_ TOP= 724.21' REMOVE EXISTING REMOVE CURB i INV 1N=719.36' 15" RCP (NW) CHAINLINK FENCE UGP 14 PARKING SPACES , INV OUT= 719.28' 15" RCP (SE) \ \ \ \ \ I � I I / a SAWCUT CURB 8I PVC \ \ 1K=712.82' 723----- 1 \ 1 \ \ _� x �X \ �721 — — — _ — I I CURB _ �` \ CON CHAI_NL/NKFENCE6t(H \ x X� - _ - - - - - - - _ _ _---- BASKETBALL-_- SHED ® ` �W,% 7 - ` G ���/// \ _ 20 _ \�X 1 � _ _ GOAL TYP) PRESERVED \ X > EP - - - - - - - - _ _ \ _ x� - T(a IN CRITICAL SLOPES / / BL ` - \ - - _ _ - \ \ - - 719 _ _ - - - ' — \ ` \ �X� ��X (TYPICAL) - - - J SHEDK ` ° 14"DEC. TREE SD CURB INLET - - -- -71 --- �X� \ ----- TOP=722.26' o \ \ \ ` - ` \ - ` . 8 - - - - _ _ ` - - - ` - - - �x ` INV OUT= 718.25' 15" CMP (SE) X—.— \ '�—� / \_--_ \ --_ —x ------ \\ 1j 18. DEC. TREE M OJ z z V J U ui T� i U00 N N Q Z O N m 4 Z O� W cr cro W W o tr U) U L T W y/ m 2 O v < W U) � O N Lo O- Z> � it U CRAIGW.J.KOTARSKI Lie. No. 0402048507 0712412020 0 Z W a, Lc) 06 Lr) CV Q 04 Q O Z Q W O 5 CNI 04 zrtLL V a0 N W m m J Q _D Q Q CD 0 t U w U) J CN 0 C) W Z = v O Cn J Lu U J J 1 Lu - 0 aw Lu w W Q m J 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 7-24-20 SIGNATURE SET DEMOLITION PLAN SCALE V=20' 0 20' 40' C2,1 i APPROX. LOCATION OF4" D.I. WATERLINE I I COMPILED PROPERTY LINE PID: 087BO-00-00-01200 MCLAUGHLIN LIVING TRUST 30' PRESCRIPTIVE VDOT ZONE: RA _ R.O. W. EASEMENT 0.72 AC APPROX. LOCATION OF EXSIT. WATERLINE. CONTRACTOR TO FIELD VERIFY PRIOR TO i �w `\ CONSTRUCTION. — WIPE DOWN CURB, (TYP.) I PID: 087BO-00-00-01000 `A \ MCLAUGHLINLIVING i TIE PROPOSED ASPHALT TO EXISTING TRUST C/O DANIEL H MCLAUGHLIN& TERESEN PAVEMENT IN ACCORDANCE WITH MCLAUGHLIN I REPLACEMENT DETAIL (TYP.) ZONE: RA I0.91 AC LEGEND CONCRETE SIDEWALK -T-ill-III MULCH HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT W ��� VDOT STD. R1-1 STOP KCINrUNULU I UKr 0 PARKING / SIGN L E LANE" SIGN WIPE DOWN TO APPROX. LOCATION OF4" 7 I NO PARKING ,- FLUSH CURB 20 FT WIDE EMERGENCY / FIRE LANE" SIGN >, D.I. WATERLINE / i MILL AND OVERLAY \ PAINTED YELLOW _ VEHICLE ACCESS ROAD � ITS' S (REINFORCED TURF) FIRE LANE CURB EP _ ) �TBgC = ` OHP (2) 6" SCH. 40 PVC UGT CG-6 _ CONDUITS FOR CG-3 "NO PARKING R8 \ \ POWER RS 20, FIRE LANE" SIGN ON 15' PRESCRIPT/VE V007� _` o WATER UGT _ R.O.W EASEMENT �_; VALVE(3 CONTRACTORS AH L1- R1 Gp 10, (TYP.) TY PE18 CLASS 1 WHITE 159.61' _ _ ---_+ PID: 08780-00-00-010A0 COORDINATE LOCATION AND VDOT STD. R1- PAVEMENT LINE _ — _ pNP _ COUNTY OFALBEMARLE UGT STOP SIGN , MARKING, 24" WI a SCHOOL BOARD CONSTRUCTION OF NEW 18�� ZONE: RA COMPILEDPROPERTYLINE POWER POLE AND g 11., UNDERGROUND UTILITY LINES R5' CG-12 8' OB. 706, PG. 497 WITH UTILITY PROVIDER PRIOR �G C - pN -- 17AC TO BEGINNING CONSTRUCTION p : RELOCATE GUY WIRE. rt� 6' ;: • 0 CONTRACTOR TO COORDINATE '— SIDEWALK gyp• WITH UTILITY PROVIDER. P) CONTRACTOR TO CLEAN UP P1D:08700-00-00-060fw M _ EDGE OF_PAVEMENT w COUNTY OFALBEMARLE APPROX. LOCA OF LIGHT I �� y � a � � POLE. REFER HOTOMETRIC SCHOOL BOARD 20' `,,,t+ ` _ /OR ADDITIONAL �y / R5' TIE NEW CURB AND GUTTER / DB��08�PG�503 / INFORMATION (TYP.) �� ADA PARKING SIGNS TO EX. AND TO INLET (3) 6" RISERS ♦ELOCATE UNDER GROUND TELECOMMUNICATION WITH HANDRAILS LI5 \ WITH THE CURRENT RUTIILIIYTO OSEDRVICE PROVIDER.INATE / o�p/ QO pi SIDEWALK WITH 101.E HANDRAIL IE� EXISTING PROVIDE STRIPING {c CR o/ x/ / GYMNASIUM ADDITION (7550 SF) EWA FOR 3 PARKING �° 2 / SEPTIC FLOW �s EQUALIZATION PUMP TANKS / SPACES (SEE C8.0 SERIES SHEETS) / ALTERNATE #1 BUILDING ADDITION APPROX. LOCATION OF EXISTING / TS SETB p a UGT LINE. CONTRACTOR TO TIE / C!( � a oxAP oNP ME IMM PID: 08700-00-00-06100 COUNTY OFALBEMARLE SCHOOLBOARD "RED HILL ELEM SCHOOL" DB. 504, PG. 343 4.55 AC RELOCATED LINE BACK TO x EXISTING SERVICE LOCATED EAST yt. OF THIS POINT. EXISTING CANOPY' / SIDEWALKTO TO REMAIN 6' CONNECTTO EXIST -MGM 14' GATE O O BUILDING CONC I O O 6' (W) DBL. DOOR FFE=72728' Q 3' (w) DOOR 4"X 4"STEEL 0 lx O TIE TO EXISTING —I FFE=727 >8' COLUMNS (TYP) SEPTIC n SIDEWALK / COVERS O III z O I (4) O IIIIII o 3' (W) DOOR ° I / PROTECT TREE III a FFE=72728' III / -11 I 1'STEPPED IIII BRICK WALL a A PROTECT TREE T —III 3' (W) DOOR IIII III=_ 5' FFE=727.22' III 3' (W) DOOR FFE=72723' 6' (W) DBL. DOOR a SEPTIC FFE=72720 � O COVERS I I I I �I I ITI I I J ITI = 3'(W)DOOR 6'(W) oet. DOOR / METAL I I )ICI FFE=72524' FFE=72724' STAIRS ICI PROTECT TREE 5.9' 3' (W) DOOR , FFE=725.23' BRICK BANDING — T= 6' (WJ DBL. DOOR 6' (W) DBL. DOOR SEE DETAIL ON IIII FFE=727.29' 3'(W) DOOR FFE=7252T SHEET C1.1 =IIII II FFE=725.24' a IIIIIII III ' SANITARY DF JUNCTION BOX, = 3' (W) DOOR 3' (W) DOORFFE=725.24' FLAGGED BY OTHERS (TYP) 6' (W) DBL. DOOR FFE=72727' = — FFE=725.23' i 3' (W) DOOR / a = FFE=727.22' = 3' (W) DOOR LT f I l FFE=723.20' ��/ CL 10" BLOCK WALL I 3' (W) DOOR 3' (W) DOOR / +4 (H CG-12 I FFE=723.20' 6' (W) DBL DOOR FFE=725.23' FFE=725.26' O ii i/� ADA PARKING SIGNS x 10' ( OCK WALL v +5 H / /T^WOODE`N / PLAYHOUSE I LEVEL I O $, 3'(W)DOOR CINDER BLOCK FACILITY FFE=719.24' 'REDHILL ELEMENTARY S WIDE ADA SCHOOL" RAMP WITH 8.94' HANDRAILS TELECOMM. RAMP WITH HANDRIAL TO BE '' 3' (W) DOOR CONDUITS PROVIDED BY OWNER j I / 3 FFE=725,26' (SEE NOTE #1) PROPOSED LD NG TEMPbRARY TRAILER TO BE 9.14' 5 BUILDING WALL 3'(w)DooR 'PROVIDED BY OWNER 8.99' x o PID: 08700-00-00-06400 (SEE ARCH. FFE=725.21" I / JAMES F POWELL, JR. PLANS) WATER -FILLED 6 PARKING SPOTS UNTIL ZONERA BARRICADE (BY TEMPORARY TRAILER IS / / : 7' RS ' ', 3' (W) DOOR UGT 1 CONTRACTOR) REMOVED (2 ADA SPACES DB. 2246, PG. 461 3' (W) DOOR FFE=725.25' / ' 29''4 FFE=725.24' SHED 60, 'NO PARKING F RE LANE" SIGN / It R20' a i a If 4' CURB WIPE CHAIN LINK FENCE —x _ — _ DOWN II "NO PARKING a FIRE LANE" SIGN PROTECT TREE X 23.33' / WATER FILLED 12' VEHICLE —ucP BARRICADE (BY ACCESS GATE 57 PAVEMENT CONTRACTOR)---__UCP / R2 STRIPING __ BE STRIPED x R5' , .5 SPACE TIE PROPOSED ASPHALT TO EXISTING / PAVEMENT IN ACCORDANCE WITH �c P� � 8.07' f•--- CURB WIPE / �\ /REPLACEMENT DETAIL (TYP.) o SPACE TO DOWN 14 PARKING SPOTS UNTIL / BE STRIPED j I / TEMPORARY TRAILER IS 1 O I I \ REMOVED p (' o I X �x� 13 NOTES: 1. CONTRACTOR SHALL PROVIDE CONDUITS FOR FIRE, DATA 3' PEDESTRIAN ACCESS o o p I AND FIBER OPTIC LINES TO SERVICE THE TEMPORARY X� WHEEL STOP (TYP.) SyEOK ® Ira W� / TRAILER. REFER TO ARCHITECTURAL DRAWINGS FOR _ PRESERVED �j� ADDITIONAL INFORMATION AND FINAL NUMBER OF i X �xl CRITICAL SLOPES BLOCk \ \ a CONDUITS (SHEET E0.3). CONTRACTOR SHALL REPAIR AND M —X� �X (TYPICAL) SHED ` REPLACE ALL ASPHALT REMOVED FOR THE INSTALLATION I OF TELECOMMUNICATION CONDUITS. CONTRACTOR SHALL \ j CONFORM TO ALL MATERIAL AND CONSTRUCTION METHODS Z —x — —x— — —x— — �xz °� OUTLINED IN THE 2016 VDOT ROAD AND BRIDGE " SPECIFICATIONS. � \ � r SCALE 1 "=20' 0 20' 40' V J u uj i U00 N N Q z (`y 0 < 00 CO � N m 4 �(0 W R� W W o m H U l H y M 2 O � } Lu O N Loa m 11�L1410- t7 1 U CRAIG W. J. KOTARS KI Lie. No. 0402048507 O� 0'7/24/2020��Q, ONAL;� O Z W a, L0 m 06 L0 cm N Q N_ Q O W C=) Q N04 >w z V W 2 V — a0 (V W N mz c / Q O O Q Q c O � U U) J 04 O c c c/ W Z = V O cn J Lu j J LuL� ��1 I cl w Lu LuW amo U)) 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 7-24-20 SIGNATURE SET LAYOUT AND UTILITY PLAN m C4,0 APPROX. LOCATION OF " I I D.l. WATERLINE NOTES: , ' COMPILED PROPERTY LINE PID: 08760-00-00-01200 , � 1. UNLESS OTHERWISE SPECIFIED, ALL `�\ --- MCLAUGHLIN LIVING TRUST I I FOUNDATION DRAINS SHALL BE 4" PERFORATED 30' PRESCRIPTIVE VDOT ZONE: RA , , PVC PIPE. FOUNDATION DRAINS SHALL TIE TO / - R.O.W. EASEMENT 0.72 AC 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 \ �1p --_\` EXISTING ROADSIDE I WIDTH 1 = 3.75' , ATA MINIMUM 1% SLOPE TO THEIR TIE IN POINT / BROWINSTON LEC/E , / DITCH A WIDTH 2 = 6' I AND MINIMUM 2' OF COVER. SPREADER WIDTU I DOWNSTREAM GF�ADE FLUSH \ \ 112 - SEE SHEET C6.0 FOR DETAIL 1 ) LENGTH = 8' PID: 087BO-00-00-01000 ANITH YOP OF/ 'WALL. / p ' - - - - - _ _���1^� TRUST C/O DANIEL H DEPTH = 18" MCLAUGHLIN LIVING , TOP /(�F WALL ELEV p 711.39�pl / 1 pp - _ _ \� I `^b h - _ - MCLAUGHLIN & TERESE N SEE DETAVON SHEET CY.1�^ MCLAUGHLIN ZONE: RA All \6 699 10p gyp^ // 1 /// // / // // // 1L / 71 _,� l ^c / ,' `�p APPROX.LOCATIONOF4" / 69 / / / / /16 - -_ -��a- - \\ - // ryp / /' ` D.l. WATERLINE I 0 9 0°' 0 / / / / / _ �7 / / / /'\'�^�^T18�--' �� \_ �� 1001 RE(ROL$CyCO� --_ -� i TESc ROAD -- ` OHP 72, 725 722 — - , ' --INV=720j73' \ ' 02 �- _ _ ` OH 15' PRESCRIPTIVE VDO7� = `'0 /NA TER R. O. W EASEMENT 4 : VALVE (3 PID. 087B0-00-00-010A0 HP i 101 ' 103 `- \ \ -\ \EP COUNTY OF ALBEMARLE * SCHOOL BOARD COI�IPIL�DPROPERTYLTNiFZONE: RA � I OB. 706, PG. 497 725 — — 724 J REGRADE CHANNEL TO BE V DEEP WITH 3:1 SIDE SLOPE. PROVIDE 18" DEPTH OF VDOT- /�72 \ / S-ORECZESRN�4EELOW NDD S Al BROWNSTQN€ RIPRAP'PIp�08700-q0-00-060AOI l /' - V726 -TILE FABRIC2U INISHED GRADCOUNTY OTALBEMAR E /'\ERIPAANNEL ETAIL SHEET SCHOOL BOARD I / / " ^ I I \ 72725 _ _ 9 ZbNE. RA l , /l , / � ^ � \ 212 ., 72 5 Dq/2.8, AC. 503 /ONP // ' v ^ ^ / / // / \ 14 / OF ASPHALT, O CREATINR TO RE-GRADE SHOULDER EDGE ROOF DRAIN // / 13 r / /' DRAINING DOWN TO RIPRAP CHANNEL\ CONNECTION P Q / / 216 �m \\ / I v' / OH / / IE R60F DRAIN FROM ADD AL T / , / ` \\ _ \ \ p CLEANOUT (TYP.) ROOF DRAIN CONNECTIQN \ \ �v�,, v / I / ADDITION TO�TORM PIPE 223 I , � I 1�p I r / / 218 tJ � 223 G� uu s \ \ Q ROOF DRAIN CONNECTION � / I ! OH / / / / 225 CLEAN011 2yC,SPgCE3 \\ ' Ncp I , �2B\ a� I 4" SOLID PVC TO TIE TO HP O,' I \ FOUNDATION DRAIN. 14' GATE O HP 224 CONC CG N `-_ 1p / O\.\P 6' (W) 08L. DOOR ' CIA �,, / FFE-72728' I - _ Q O\'\P / / / �'er`i / / / / / ' / ' O ' 3' (W) DOOR I 4"X 4" STEEL 00 \ ! x \ \ /SEPTIC I -I FFE=72718' COLUMNS-(T1'P) ' I O®I COVERS/ 3'(W)DOOR P1D. 08700-00-00-06100 / / / / �ry0 ' / / / I I Q FFE=72728' /C`OUNTV OFALBEMARLE SCHOOL BOARD / / / / ' / / I 1 r REFER TO MEP PLAN / I 1' STEPPED 'RED HILL ELEM SCHOOL" \ FOR DRAINAGE AND /' \ / BRICK WALL 3 DB. 504/'PG. 343 , / / , , h A\ SANITARY SEWER 4/55 AC / - - - INSIDE COURTYARD AND UNDER BUILDING 3' (W) DOOR _ III FFE=727.22' 1I� ( \ /_ I oot V Co 3' (W) DOOR I I l r 4Q l FFE=72723' °ice 1 I 6' (W) DBL. DOOR FFE=72720' SEPTIC COVERS III II 3w / ETAI Q 3 % x// Z -11 ' ( ) DOOR 6' (W) DBL. DOOR METAL SD INLET W/GRATE l \ I / O FFE=72524' FFE=72724' STAIRS ' / 1 TOP=726.35' l /U INV OUT= 722.35' 12" RCP (SW) t\ ^ .`Y- / / / / / _ l I� -= 3'(W)DOOR / / / / / / / / / FFE=725.23' I 6' W DBL. DOOR / s' (w) DBL. DOOR O FFE=72729' Fb 3'(W) DOOR FFE=7252 FFE=725.24' I _ �I II II ! //•�� I I I I I /O l \ \ 1 I I II II II \I 3'(W)DOOR / I 3'(W)7SAM/TARP DF JUNCTION BOX, FFE=725.24' FFE=727,2T' 2 / I I I RLAGGED BY OT�ERS (TVP) 1 `. 6' (W) DBL. DOOR f��a"�� - I FFE=725.23' \ 3'(W) DOOR/j / `Ln.a' I I l x / SD INLET W/GRATE -III II FFE=727.22' �/ 'tM1.a' / TOP=723.16' INV IN = 720.95' 12" RCP NE 3'(W)DOOR _ _ //i--1 \ N I - - _ _ _ ( ) 1 \ 1 \ FFE=723.20' \ \ 5 - - I / I i INV OUT = 720.64' 15" RCP (SW) \ I 1 I I I 1 - 10"BLOCKWALL > (9 I O 3' (W) DOOR 3' (W) DOOR n +4'1(H) ,v / FFE=725.23' I ry ' I I I ^ FFE=723.20' 6' (W) DBL. DOOR , i - 728 FFE=725.26'�^z, 0 ' I r / ` _ I I +0"BLJ CK WALL SDMH WOODEN TOP= 725.79' N. PLAYHOUSE\ (\ ®/ INV IN= 720.16' 8" PVC (NW) v v f / o INV OUT= 720.01' 15" RCP (SE) \ \ I ^ I LEVEL L / O �'I/RB;' O /' 2 INV 1N=720.1T 15"RCP (NE) N I ^ CINDER BLOCK FACILITY 3'(W) DOOR 27 r ! II FFE=719.24' REDHILL ELEMENTARY ' / I �� I 'o \ \ \ I SCHOOL" 1 C I I ' / /) v v I 7 / I�III I � \ \ I I 3' (W) DOOR FFE=725.26' O 1 ' ' ' ' I \ 1 \ 3- (W) DOOR l \ ` I I x PID: 08700-00-00-06400 FFE=725.21' I I \ 726 - - -/- I II JAMES F POWELL, JR. ZONE: RA 3' (W) DOOR D00( (UGT ' I I If - 728 - - DB. 2246, PG. 461 FFE=7_ 2 - FFE=725.24' 5 SHED x I <r ! 1 I IIx S I I _ I I I s` O I -- - I L�J/ I I I I / I � \\ \I \\8„PVC I \ \ \INV=�13.3Q \ r \ \ \ 'A \ -- - i \ \ \ ' i i - - - a 't -724_ \ \ X T LOWER MANHOLE TO J \ \ \ ro \ \ \ sr BE -FLUSH WITH SDMH W ` \ GROUND' TOP= 724.21' x 7 / INV lN=719.36' 15" RCP (NW) Ucp \ o INV OUT= 719.28' 15"RCP (SE) \ 8'jPVC \ \ \-712.82' I / `\ \ \ \ \ \ \ \ \ \ \ \ _ I I723 T\ 721 _ _-- _ _ _ _ _ o �_-� 0 I RB / �. \ — / I -_-° B[oo L \ II Sy K PRESERVED/ \ \ / 2 ----__- 0 CRITICALSL PES ED / BLOC\\\ \ EP a \ x HED \\ ----_ -719_ \` X— (�q� S K \\\\\ ----- TDCURB INLET \ - 718 - \ X� \ < \ ` - - - - - ' - - \` INV OUT= 718.25' 15" CMP (SE) M W Q Z SCALE 1 "=20' V J u Lu i U00 N N Q z (`y CD 00 m 4 04 fh W W W o 0 H cn Ico U H O50y co f < Lo } Lu O N Loa m 7-cif O`p!N t7 1 U CRAIG W. J. KOTARS KI Lie. No. 0402048507 0712412020 OS.'jONAL� O Z Wcm a, 06 Ill N Q N Z QMo ? Lu O N � 04 z m 2 V — a0 04 W N mz O� V♦ Q O Q O O � U N O O = W Z V O cn J Lu J 1 Luw m CCQ w W w W �.' Lu Q m o ci 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 7-24-20 SIGNATURE SET GRADING AND DRAINAGE PLAN m 0 20' 40' C5,0 APPROX. LOCATION OF4" \ \ \ \ \ \ \ \ D.I. WATERLINE i COMPILED PROPERTY LINE PID: 087BO-00-00-01200 MCLAUGHLIN LIVING TRUST 30'PRESCRIPTIVEVDOT ZONE: RA R.O. W. EASEMENT 0.72 AC PID: 087BO-00-00-01000 /' // ,/ / / / / // ,/ / // •-----_�\ \/ 1 ^h I \ MCLAUGHLINLIVING i P - TRUST C/O DANIEL H -_` \ MCLAUGHLIN& TERESEN MCLAUGHLIN // / - _` /^1 \ ZONE RA pN pp - - - - - -\ I \ MATCH EXIST. 0.91 AC 7 --= �\\\ MATCtCISTO / \ / '-\#�4a32` / I / (1L / 7j _= Zl ^co APPROX LOCATION OF 4" / / / - ��a D.l. WATERLINE /' ^D__----___-i�/ ,I tip / / / '� - T18 _ _-yY'� _ / i �' RED H/L 1^ T,(',%20.22$CHOQ i I TESGL76pEOAD - _` ` 0HP 2 - _ MATCH EXIST. / \ J _ I �22 / .- _ � ±722.26 12„ R�P 725 TC 720.98 �ry / ' Zy 722 - _ ` / INV 7POi 73` ` ; /off 15' PRESCRIPTIVE VD07� = 0 VNA TER \ \ R. O. W EASEMENT �`_ PID: 08780 00 00 010A0 / \ - 4 ;VALVE (3 722OH .99 / Ur; C 724.06 / / \ ` - - \ \ \ \EP _ COUNTY OF ALBEMARLE 723.3 T 7 /' / * SCZOONE.'RARD COI�1PlL�D PROPERIYLTN \ / TC 723.11 EP 723.15 \ TC 21.65 G1r / ' 1 _ \ DB. 706, PG. 497 _ / //'/ /' '� / D ' OHP 4.' 725 721.75 / \ \72 ' \ ' TC 7 .16 724.75 - - - - / / / N / 725.01 0 ftaft /r 726'Plp 08700-9 COUNTY OTALBEMAR E -- - - - - - -- - ` - \\ \\' IT725.94 725.94'TC 72357 725.11 OSCHOOLBOARD / ZONE- RA l l / / , ° N BS724.32 1S P / N , / TS 725.82 D . 508, PG. 503 / � , , . � I 2.88AC \� / / ON N . t725.30 / 1 ! / /FFE 7725.9 / r 725.40 ' 725.92 7 f 1 \ Q 0 OR / ,// O / // `7 5.94 5.7\ \` /725.94 \ \ \ � Cb 725.94 I w� 1 l II l 726.87 FFE'725.94 727.23 ' 2 H / o CSP / -4C j I oNP 725.83 FFK727.28 \ 725.94 6 727.08 N \ 0 P 14'GATE oN -°` / CONC CG N ---- 1p0 / /oNP // /.l1 / / /// / /!/ /// /// / ' FFE725.94 ,-727 F(W)DBL. DOOR '/ N 2� / OO EP 725.83 FFE=72728' I - C3 oNP / / / / / / / / n / 3'(W) 4"X 4" STEEL #o W) DOOR I \ \ / SEPTIC OO SLOPE (MAX.) AOSS I -I FFE=72718' COL UMN,S'-(T1'P) / ' I / MAINTAIN 2% C OSS ' / G / / COVERS/0 ' / /' / O III =1 ' "� GRADE 726.93 HAR�CAPE (4)II- FIT , . / / / / / / I 3' (W) DOOR / / ' / ' I " =11 / 13 P.1D: 08700-00-00-06100 / / �`L� / / / / / 726.92 / GRADE 727.22 cr FFE=72728' /C`OUNTY OFALBEMARLE SCHOOL BOARD / / / / , / I'STEPPED 'RED HILL ELEM SCHOOL " / / / / / / / /' / / / / �o I - / \ / BRICK WALL 3 MATCH EXIST. GRADE , -- /' DB. 5041 PG. 343 , / / / / h ^ 727.05 I / - BELOW WINDOW 3'(W) DOOR MAINTAIN 2°/dCROSS / FFE=727.22' 1 I _ _ ( \ I_ I oo / / / 1-� T ' _ SLOPE (MAX. f ACROSS / / / , / ' / ' ' �, I I II -I I 3-(W) DOOR I 1 r Q 19ARDSCAPE / / , / / FFE=72723' - _ _ = \ 1 Q I j 6' (W) DBL. DOOR - {� , \ S 724.97 FFE 72720' _ \' f al I = I I \ CQVER ICI 17 3'(W) DOOR 6� (W) DBL. DOOR METAL r \ \ SD INLET W/GRATE FFE=72524' FFE=72724' STAIRS TOP=726.35' INV OUT= 722.35'12" RCP (SW) r\ 3'(W) DOOR FFE=725.23'lcvll MAINTAIN 2/CROSS =III 724.98 - - _ - _ -- 729 SLOPE(MAX.)CROSS III 6' W) DBL. DOOR (1M ) 6' (w) DBL. DOOR ( / // 'b HARDSCAPE 3'(W) DOOR FFE=72521' FFE=72729'/0II FFE=725.24' _ I I I 1 ri - l 3' (W) DOOR I 3'(W) DOORr2 \ 1 1 I I I SANITARY DF JUa, CTION BOX, \ a, FFE=72524' �' FFE=72727' RLAGGED BY OT�IERS (TVP) 1 - 722.94 6' (W) DBL. FFE=725.23' f \ 3'(W) DOOR DOOR / / a / / n�} SD INLET W/GRATE FFE=727.22' �k/ l TOP=723.16' INV IN = 720.95' 12" RCP NE 3'(W)DOOR /ri--r \ N I ___ ( ) 1 1 1 \ FFE=723.20' I ! I i INV OUT = 720.64' 15" RCP (SW) _ 10"BLOCK WALL > (9 I O 3' (W) DOOR 3' (W) DOOR n '4'1(H) 1 \ \ \ I I N I FFE=725.23FFE=723.20' 6• ' (W) DBL. DOOR / ^ - FFE=725.26'�^z, ' I i / ` - 728 I I 10"BL CKWALL S\ I k /1�g SDMH / / / TOP= 725.79' WOODEN �k ®/ INV IN= 720.16' 8" PVC (NW) ^ N. PLAYHOUSE \ o INV OUT= 720.01' 15"RCP SE \ 1 LEVEL O C(/RB / ` v / ' a INV 1N=720.17' 15" RCP (NE( ) N I ^ CINDER BLOCK FACILITY F h) DOOR 'REDHILL ELEMENTARY '\ \ I 718.95 SCHOOL" 1 / �C \ . - - - 727 o -� �V A AV A I I I II /I 721.83 o \ FFE 721.93 53 721.I \ \ 3 N 3' (W) DOOR / , I FFE=72526' i \ \ ' I ' ' I \ \ \' \ I (W) 1 k PID: 08700-00-00-06400 1 t DOOR / 1 3' `726---- I \ \ \ I \ \ FFE=725.21' JAMES F POWELL, JR. \ \ 71920 1 \\ \ /-\ \ I � I I I I ZONE RA \ / • I' \- \ --� \ 3' (W) DOOR 3'(W) DOOR I (UGT I I _ 72s DB. 2246, PG. 461 �18.98 ry r' FFE=725.25' _ 2 \ \ \ \ \ II 11 II 1 I \ I I \ \ \ •/, �" / !\ �\ \ FFE=725.24' SHED 721.43 •. a, vI v A I I \ I I I S 719.4$ v 721.80 -� ^ _ _ t I \721.96 \ ° - 7 ` M MATCH EXIST. MATCH EXIST. \ \ 8"PVVC t719.23 A I\ V I 1 I \ . \ v ±722.61 v A v 1 V A /j v > � �� \ IINV = 13.31Q' 1 I /w7 I \ \ \\ \ // \ MATCH EXIST. MATCH EXIST. \ \ `�.t� ` \ ±722.33 I �`w - - 724 - -- _ \ \ \\ \ � I I I ±719.26 X SDMH Wa\ \ TOP= 724.21' INV IN=719.36' 15" RCP (NW) INV OUT= 719.28' 15" RCP (SE) = \ 8I PVC \ \ \ \ _EPI I 721 / �•\\i'' - ma's, I \ __`\\\ X_ -- o o e[oC \ II \ \ / 2 -- - - - --- \\\- 0 \X - X\ PRESERVED\` CRITICALSL PES -719_ -_ � \` X-� (TYPICAL) -' S K \\\SD \\ ----- CURB INLET TOP \ - 718 - \ X� \ \ \ - - - - - - - - \\ INV OUT= 718.25' 15" CMP (SE) M OJ Q Z SCALE 1 "=20' V J u Lu U00 N N Q Z 00 CD co 4 0 �co W W W o cl�m U) vu5cl U H y w It co 2 O < L } U) W J O 0 Loa m Til O`p!N t7 U CRAIG W. J. KOTARS KI Lie. No. 0402048507 0712412020 O Z W a, L0 m 06 L0 cm N Q N_ Q O W O N � 04 z W 2 V - a0 04 W N mz O� V♦ Q O Q O O � U N O O C/ W Z = V O cn J w U J w ��1 Q w W w W I. � Qmo cn P 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 7-24-20 SIGNATURE SET GRADING SPOT SHOTS PLAN m 0 20' 40' C5, 1 Cn U w 104: DI-2136 ft Throat STA 10+00.00 TOP 724.00 INV OUT 719.32 (103) 735 102: 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) 73.5 730 730 PROPOSED GRADE 725 725 \ IXISTING GRADE 720 720 \ 103 36 .73' OF 701 1 „RCP 22.43,OF @ .04% 15"RCp 715 715 0 VDOT STD. CLASS Al RIPRAP. SEE P SHEET C5.0 710 710 705 705 9+50 10+00 11+00 STR104-STR100 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 735 216: 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) 735 74n DI-3B 6 Throat STA 10+00.0 [204: TOP 720.02 730 INV OUT 715.�7 (203) 730 202: H-2 STA 1 +33.12 TOP 717.03 725 INV IN 712.85 (221) 725 711.47(201) INV OJT PROPOSE GRADE 200: E S-1 for 12 inch Pipe STA 1 +41.13 720 TOP 112.23 720 IN I 711.07 (201) 715 715 3 Zp3 17 Z? F EXI TING 00� GRkDE 710 710 201 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) 74n 74n INV OUT 718.44 (223) 735 735 730 730 PR POSED GRPDE EXISTING 725 GRADE 725 217 720 7.30' OF 720 @ 1.00% 215 gS0 11 11.84' OF S"/y 0 715 6" HDPE @4 F 1 715 @ 3.00-/u 213 3 .88' OF 6' HDPE 4.50% 710 710 9+50 10+00 11+00 12+00 STR218-STR222 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 7413 22: MH-2 TA 10+21.67 OP 720.40 I V IN 715.85 (2 1) I V IN 715.24 (2 3.) 735 735 02: MH-2 TA 10+33.12 730 730 PROPOSED �NV IN 712.85 ( 21) BADE NV IN 713.94 ( 03) ENV OUT 711.4 (201) 725 725 _ J EXISTING 720 GRADE 720 25 S9 OF @ 4 AF ?g3 35 ' 715 a-,75hQP 715 @45o�F 12 �2op @ �pF I SOtO 710 710 9+50 10+00 11+00 12+00 12+50 STR226-STR202 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 z UCo N N Q Z O N rnZ O11- W cro IIIIIIIIIIIIIIIIIJ W W LL W fr co w 4 r Y M � O LID W W �O Tif 0!VIN O Q CRAIG W J. KOTARS KI Lic. No. 0402048507 '7P 0712412020 W a, 06 Lr) N 0 N Q 0 � M > Z Q O W O p N CD 04 LL - N 0 W N m Z J Q _O Q Q O 0 U) J c O O 2 W Z v O cn J �u U J J U J 0 13. Qw Lu w W W Q m J r u) Q M PROJECT NO: 593801 DATE: NOVEMBER 25.2019 I DATE DESCRIPTION 2-6-20 COUNTY COMMENTS 4-8-20 COUNTY COMMENTS 6-24-20 COUNTY COMMENTS 7-24-20 SIGNATURE SET STORMWATER PROFILES CTO M rq O N M 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 backfrlling 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 oft '/4" per 10'. Cteanouts 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 SDRI 1 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. Backfrll 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 C1107/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. ON Nt co 0 O N O N L0 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. FlowEqualization a. 4,000 gallon top seam purnp 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/CI 107M 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 thetank. 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 '/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 8713-10A Albemarle County Owner: School Board of Albemarle Coun 401 McIntire Rd. Room 345 Charlottesville, VA 22902 ty, Virginia SYSTEM DESCRIPTION: Existing Primary Settling New Flow Equalization/Dispersal Pumping Modified Existing Gravity Drainfield - 5,880 SQFT Design Soil Rate: 55-60 min/in @ 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 MIF C8.1 C8.2 C8.3 Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net 00 N z El cD I D00 CO rn On M Ln Ix o o: v i wLL w LL � chi YIt M Q: v Q o ww �0 Lo=a LTH of i �c 1 2 a MICHAEL F. CRAUN LICENSE NO. 036859 L `0J H \Q 0 Z LU 06 Ca G 0 ''W v♦ Q IL I W J J T� LU i W 2 0 U L) U w U Q w w 07 0 M O LO O L) N M04 Q M Z O UJ O � N � N Q 0 00 maw 04 m Z CD J 0 O = Q � U � ": 05 J N 0 o I- 0 � Z 2 V p C/) W U J -) W J 0 -1 2 Q LJJ Lu LU Cl) Q M PROJECT NO: 593801 DATE: FEBRUARY14.2020 DATE DESCRIPTION OT109120 BIDJPERMIT SET SEWAGE DISPOSAL SPECIFICATIONS ;_J C811 Of ' Nt co 0 O N O N LO N SEWAGE DISPOSAL SYSTEM NOTES: 1. THIS SEWAGE DISPOSAL SITE PLAN CONTAINS DETAILS RItUA"11NU ME Nr,WAUr. 1 KL"A1MhIN 1 Auvli 1J1NrUN1V1" N Y N1Llvl 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. DB# - DISTRIBUTION BOX # 3J.1JJ3UU1V1Nr1.,1 3rrIlk, 1ti1V1L}F'F1'1CU1V11JDUA0.1U1V1Vr1,1 JrrIlk, IIUNrL}Fl+ IUrl.UW ryU1.E1Z'AIWIN 1tllV1L. S6. DISCONNECT DRAINFIELD 2 BY REMOVING DBOX3. MARK STARTING LOCATION DRAINFIELD 2 TRENCHES ST REPLACE DBOX2 AND RECONNECT PIPING TO DRAINFIELD I AND 3 CONNECT DBOXI TO DBOX2 AND S8. CONNECT DBOXI TO DBOX2. S9. CONNECT DBOXI 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. S 1 SCOPE OF WORK ITEM SCALE: I" = 25' Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net M (14 O N M r 0 00 N Q Z C7 Ix O 00 CO rn Z n OM �It �0 Lo WLL W LL co U) chi YM Q o Lo W W �O Lo=a $�'p,LTH OFF g c� n MICHAEL F. CRAUN LICENSE NO. 036859 V Z 0 `Q 0 Z NW w W Q a, Il W J J 2 0 LU 2 O U H U W F U Q w W U O 2 O O N L0 N M Q � > M Z O W O 0 N CD N Q 4t 0 80 m � � N m Z O J Q 0 cp O O = 0 � U � L: in J N p p H 0 0 cn LU U J L) LU J a Q W w MW i- w m� J O V) Q M PROJECT NO: 593801 DATE: FEBRUARY OWN DATE DESCRIPTION OT109120 BIDJPERMIT SET SEWAGE DISPOSAL SITE PLAN ;-J C8,2 TRAFFIC RATED CLEAN OUT COVER 3000 PSI CONCRETE TRAFFIC SURFACE MIN cy 4" SCH 40 PVC PIPE �IIIIIIIiII 4" SCH 40 PVC PIPE 4" SCH 40 PVC CLEANOUT CAP GRASS �AA 6"MIN. 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 SEALING GASKET \ FRP COVER : I r AS REQUIRED 24"ID 30" ID SELF TAPPING SCREWS AS REQUIRED PVC RISER 36"ID AS REQUMD ADHESIVE ACCESS OPENING ` PVC RISER TO \\ ACCESS OPENING DETAIL 24999 30119 36" DIAMETER PVC RISER WITH FRP LID SECTION VIEW Not To Scale Z_ U EXCAVATED TRENCH WIDTH I" - 12" ,DVER a ~ Z_ U j m SPRINGLINE PLASTIC PIPE C wIDrH z 0 0 NOTES: 1. BEDDING AND INITIAL BACKFILL - SELECT CLEAN FILL 2. FINAL BACKFILL - SELECT CLEAN FILL PIPE TRENCH DETAIL SECTION VIEW CONTROL PANEL NUMBERING CPI - FE TIME DOSING 54 in Not To Scale CP1 ELECTRICAL CONDUIT o STRAP TO BUILDING T OC 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 J ELEVATION VIEW Not To Scale Not To Scale FLOW EQUALIZATION WET WELL D BOX #1 ti0 ��S DRAINFIELDS 1-3 DRAINFIELDS 4-6 2400 SQFT 3480 SQFT NOTES: I. USE 414 CONCRETE D BOX DBOX SCHEMATIC V SCHEIVIATIC VIEW Not To Scale TANK LID TANK WALL 3/4" MASTIC SEALANT (ASTM C-990) TOP SEAM TANK JOINT DETAIL SECTION VIEW Not To Sccle CC ( HIGH PRESSURE SI (ASTM 1227) (ASTh 6" BENTONITE PAI 6" SCH 40 PVC 7a O 4' DIAMETER WET WELL A DETAIL C8.3-8 HIGH PRESSURE SEALS I (ASTM 1227) (ASTM 923) 6" BENTONITE PACK ALL PENTRATIONS IN CONCRETE TANK , 24" (MIN) RISER 2 PER TANK \ EXISTING \� SEPTIC TANK 2 DETAIL DETAIL AND - C8.3-10 C8.3-9 SEPTIC TANK 4 -(3 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 III / AND FRP LID \ (/ ennnnt n�iimt ntenne �irtmrl \\ 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. 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 oz,01I'N18A111hkEel 9a2112[111 8" COMPACTED STONE ASTM D448 #68 Not To Scale AZIN8IN,2NIL 8185to) 9MIN h(C USE ADHESIVE BETWEEN RISER AND ADAPTER EXISTING SEPTIC TANK 2 AND - SEPTIC TANK 4 HIGH PRESSURE SEALS (ASTM 1227) (ASTM 923) 8" COMPACTED STONE ASTM D448 #68 Not To Scale 6" SCH 6" SCH 40 PVC TEE 6" BENTONITE PACK PRECAST WATERTIGE 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 BRING TO 4" ABOVE GRADE WITH PVC RISERS AND FRP LID SCREW DOWN RISERS WITH STAINLESS STEEL SCREWS ADAPTER CONCRETE TO PVC RISER 72" 6" SCH 40 PVC 6" NO SLOPE ON 6" PIPE ACROSS BASINS - - - - - - - - - - - - - LL VALVE 2" SCH 40 TEE D BOX #I 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 HIGH PRESSURE SEALS j 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 I 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 T 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 24° TIMER I ON 12.5" REDUNDANT OFF/ LOW LEVEL ALARM 8" Pump p p� PVC FLOAT TREE i OCo�Ob000Cc000815'00moo' 4' DIAMETER WET WELL MANHOLE DUPLEX EFFLUENT PUMPS DUPLEX TIME DOSE CONTROL PANEL 8" COMPACTED STONE ASTM D448 968 Old Dominion Engineering 366 S. Linden Avenue Waynesboro, Virginia 22980 (540) 942-5600 olddomeng@ntelos.net Not To Scale M (14 O N M W 0 aN COO U w I >z W J W O 0 eo N Q Z (7 IX �00 co rn On CO Ix O � d. S '✓ W O Ltl � m H En c w F LU y c� X: v �LID r W J Z Ill O in O Loa H OF�� g ? n MICHAEL F. CRAUN LICENSE NO. A 036859 �oF �ez- Z O `a 0 Z L0 W a' L~C) N 06 CN C LU � a N CN ``� 0 Co 0 _ V LL 0 0 In��W J v) _= C 0 a W a Ln co J N 0 0 Cn o W I- 0 N J LU 0 J J OJ= _ aain in W M W 12 < Im Nw 1.� J Cn a ch PROJECT NO: 593801 DATE: FEBRUARY14,2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET SEWAGE DISPOSAL SYSTEM DETAILS C8,3 1.0 6 O N rn 0 N 1 I APPROX LOCATION NE - COMPILED PROPER PT VE VpOT 4 LINE _--__--_--_-_-_----____ ,-'----------- I -^/ wATE 1 /---------------------- - - - - - - - -D 1---- - VVI R W EASEMENT t APPROX_ R NEION OF a ----- - - - p.l. �� ------------- PLANT KEY TREES BOTANICAL NAME PLA OCC PLATANUS OCCIDENTALIS EVERGREEN TREE BOTANICAL NAME JUN EAS JUNIPERUS VIRGINIANA 15 PRESCRIPTEM ENT I,--- — \ _ - ; ' `\ \ / / - - - - - - - - - - - _ ------ -- - - - ------ - 1 n (13) JUN EAS n� ti / - - ----------------- ------------- ---- -- ��371 16---- _ \ - 26 77777= o x 'UGT 0� --4JG / UGT- 123 EXISTING WOODS�2 I I I I I TO REMAIN i - / -- -- o ' O O 1 \ \ UGff l / O 00 / / �T / 0 / 1 75' SETP Ind i 724-` N i / / pRR(LINE / / N r 04 SEED ' 0 N /----- - -- - -- -I, / I I I \ , SEED 0- - ' MULCH PATHWAYS CONCRETE PAVING FLUSH BRICK ACCENT PAVING / \ o oA I 1 �ti I 0 NO-- �� 0 o 28 I, i EXISTING TREE \ I O TO REMAIN m - w P -TYP. d i, A pZ� c� / Z co 0 0. m A V Ch 1 ` s d v �UGT- I \ \ \ \ \ \ \ \ I NOTE:- \ SEED ALL DISTURBED \ \ AREAS - \ 724 - I \ / \ \ O , \ / i �' - A •. v A DOE ` .. A AV A \ \\ � A � \ � I � A v v K � �� _ I' - '.-� \ EXISTING TREE \O \ / \ ` \ I I', II o � , / J \ \ v J I \ > \ \ TO REMAIN \ ` -TYP. ` o \ o o - - - - - - - - RER SE VEDSLOPE S P_ v v v v v\ICRITICAL -- >o \ - - - - _- - - --- -- 19 715 \6yss 719 ---_r- - -- -- 1',_ ' '_�� _� - 7 3 \ \ \\\\\\ r I - --- - --- _-- - __ -/ - _ - -709 0 2_ 91. 716 \ SCALE V=20' 0 20' 40' V J U Lu i U00 N N Q Z Q > � 00 oo o W Z OM W o W < 'It 1.0 W w o H v w It w y co 2 Lo O V W J O 0 ,Ln a CONFORMED SET, NOT FOR CONSTRUCTION, FOR CONVENIENCE ONLY O Z W a, L0 Oa Lc) N 0 N > MO Z Q W 0 Q N 4 m C4 — W m O J Q o o_ 0 Q = c O � N J 0 O W Z = J U O� t� w TJ_ 0 C Lu W W I L W F.QQ F- o� cn Q V/ M PROJECT N0: 593801 DATE: MARCH 09, 2020 REVISIONS DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET LANDSCAPE PLAN Ll m0 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, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPY3 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 IIII��IIIIIIII li; __ 3 X ROOTBALL _ -1 DIAMETER I` DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS U 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 TO SCALE I�A_1►DII��A1 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 I 1 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B EVERGREEN TREE I QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT JUN EAS 113 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6--8- HT. IB&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. V J U Uj i U00 N N Q z 0 IC C7 � N 0 4 LnCO W �o Q� W W LL W N fM OW v Y co �v WLO Oo � a CONFORMED SET, NOT FOR CONSTRUCTION, FOR CONVENIENCE ONLY O Z W .'a G ♦>11000 V CN W Q W J J W M ti N L0 N M Q r M Z O W o p N N Q 4t 0 0 maw 00 N m Z o JO � o Q Q L9 U) J N O � Z 2 U O � w U J W J 0 � 2 Q W W am� J C � Q M PROJECT NO: 593801 DATE: MARCH 09.2020 DATE DESCRIPTION 03/09/20 BID/PERMIT SET 04/13/20 CONFORMING SET LANDSCAPE NOTES AND DETAILS L2,0 COO u w �- HANDHOL E MIN. 1" PVC CONDUIT HOT DIPPED � i GALVANIZED ANCHOR BOLTS ANCHOR BOLT COVER T' V GALVANIZE\/ NUTS REBAR 1`I c0 Q 04 Mo � to W LO LIGHT POLE IT� o HANDHOLE W/ Go COVER PLATE Qx AND STAINLESS ANCHOR BOLT BASE COVER (BY POLE MFG.) LL U VSTEEL SC*GRADE Wwn3 #3 TIES.ROUND PEDESTAL WITH 1" CHAMFERED F-� w CORNERS.FINISHEDGALVANIZED ANCHOR BOLTS (BY POLE MFG.) O JO -- w (4) #6 (VERT.) WITH #3 TIES @ 10" O.C. 0_ °o W z W J oZ Lu Loy CQ 2 0 N ICY)6. i �Q c TOP OF CONDUIT MINIMUM 24" BELOW LT H 0 FINISHED GRADE MIN. 2" CLR, B Lf 3500 PSI AIR ENTRAINED CONCRETE (TYP.) g� _g 2 (TYPICAL (4) #6 (VERT.) WITH #3 TIES @ 12" O.C. BRIAN C. WELL r ALL SIDES). 3 #3 TIES. Lic. No. 046269 NOTE 4OF 01/27/2020 46 DIA. PROVIDE END BUSHINGS ON ALL CONDUITS. �SSIONAL PROTECTIVE POLE BASE DETAIL NO SCALE IIIIIIIIIIIIIIIIIIIIi LO O N O IN = o J> V � z �0 CD 0 0 w0 T �Q a o�= Z �m� w�0 W m o- z W J z�0 W 0 W W U J J �wj J OJ= = a VOTE aWw W RE EQUIPPED WITH A LAMP THAT EMITS 3,000 Lu BE A FULL CUTOFF M _ TO REFLECT IGHTAWAY FIROM AD ORE ANDFIN NG E L J J Q � cn a M MenW r CNel00 Number Oeen'Wbn Lmq Number flenema Lumens Per LpM Logs We0e0e Br lzmps Lemp F. SIGNIFY A01W-NW-GI-AR+ ST0NC0AREAIIGK.TYPE4 1 6_AL100.NW- 24107 STONCO Sb2 0"cS -G1+B.Ne Mu Mh, MW In MWW L4fc -. 16.0tl 1 52:1 roMETRICS ri 00 0 r 0 N O N O N PROJECT NO: 593801 DATE: JANUARY27,2020 SITE PLAN PHOTOMETRICS Spool The Stonco Area light feature s energy saving LED technology ideal fo r pole mounted area lighting applications. The Area light Is available with Type 3, 4and 5 distributions in three lumen packages, providing up to 26.000 lumens. Ordering guide mlp L LacYi-.rt dvtMz Type Example: AL-150-NW-01-AR-3-5-EZ t■akleire 'A¢tbpe Ii DW-6w®Nm MWft sent, 61an trebpe oul■ele FNO K Aaeught In km /1■Fol AaNrN Mhlla 4J100x. W. An mn.nbng 3 lips a UD `tlbm - Mmotlonsenze a arems 1911 i30W ]OS:M, GaneteWnl 4 lYpe4 a1pP Matlon s@mar' 2Il■ 2b]w s TYPOS L Mou¢s mazaera polo lYYpiennGUEalloxi rounG pdax 2. IM@I is weleblawllb AL-200 type 3 em44 cntl Product Specifications Housing Aluminum die,:ast housing with attachable arm. Nm has r9mo39ble cJ er for ease of wire connection. IP Rating LED fight engine rated IP88- Driver compartment ratedto IP06_ Vibration Resistance 3G Vibration rating that conforms to standards set IDrtIt by ANSI C138.31. Testing Includes vlDration to 3G acceleration In all three axes. Electrical Drhter efnClancy (se0% at NI I load). Av Mt)lo In 120-277V. IP66 compliant driver. R oliS compliant. Surge protector standard. 10KA per ANSI/ IEEEC82.41.2. LED Board and Itn ey 140, 216 or 200 LEDs. color temperature 40001C +/- 250K. Minimum CRI or 70. Metal core substrate. optical System Type 3, 4. and 6 distributions evslmble. LED Thermal Manageme, nt The housing design alloou the one place housing to provide woollent thermal management critical to long LED 9yetam me. Infrared Motion Response Integ ral I MRI modal a la a Passive Infrared (Pin) motion sensor mounted Integral on driver enclosure and I5a,t aliabl6whin aSensor lens typeto accommodate mounting heights up to 40' and occupancy coverage area up to 2.800 sq.n (60' In diameter). Motion response for option IMiti Is setfoperstes in the following fashion: When motion la detected by the Pin sensor, the lummalre goes to full pouter/ fight output. Dimming on IO is factory set to 30% with 5 minute default In "Lull power' prior to dimming Lack to low. When no motion is detected for 6 minutes, the motten response system reduces the wattage by 70%, to 30% of the normal constant wattage reducing the light leval. 51,onco Armi_ight Spt,cSF at www.stonm.00m O171e pagelaF2 Mounting Standard lummalre arm mounts to square poles. Round pole adapter included with every lumlnalre designed Ux VOID pol as. Etta rgy Saving Be neflts System AM acyup to 128im" with significant energy savings over Pulse Start Metal halide luminaires. Listings 9 UL/oUL noted to the UL 1595 standard, suitable for W'at Locations. suttebie for use m emblent from -40" to 40-C (-40'to 104"P). All proauaeanngurettons are DeaignUghte CO 1001FUume qu911111ed. Ptnlah Each luminame re Cel"sa fade and abrasion raelstant, elemostaticaly applied, thermally cured, trigtycroal Isacyanurste(TGIC) textured polyester powdercoat finish. standard color Is bronze (aZ). Limited Warrarxy LunInalres, LEDerrays. and drlvere are all covered Lye 6-year limited warranty sea pmllps.eomf warranDes Tor details. ' G L us AL100/AL150/AL200 LED Area light Up to 26.000 lumens LED Wattage and Lumen Values Leona ESaxey umert eh y unI effir.y ... - OYpd`- MeeAOMy JI!•Il: Oplpd" BUdibtisl -L�Ir', oYpet" MJG am°W JVAIi " Atlas-I�SFM Ma 3ia JOOd[ 49 a 379 ai-tub-4 14 C 1a a1110 Gi _'a Is'In U L ) El III . Al1aP�e-51-M 7M tam J dot 14i lE Sea BS dOGi I_z<, le 3?d 93iq 63 64 L]Gi as IAI]OFN■F6FM 2A0 � 4000K W W M2 I 6Oda-li/ � 24,3M d-11D-G3 ... �1901@ W M.m W ub So 1 KowpTteOiemsn ourpt[itet rery bydnmLEi}tmnul¢utfar farrattlttaltaxtlmmnaa. m¢turc 9:mp¢t>mOa WDnegssnsan LLaw+Pforewtbwr�la7v�pllslmmam+mse¢w eaRa�l¢ ventmt wpxl rotle� 7 LwOnlrre¢lvxsex plldWwnmioslx palnatao mc.sa�1116 Mg1�W W 79. C'e?adounlccNyYJt 5 ^GGemmns�ytmy. coml¢r62abpidlElY.mktmlM Pradicted Lumen Depreciation Data Pred sted per'omwce serlved Trom LED manuracturef's data and englil■erblg de10.'gn estimates, based on IESNA LAL-00 ntelmadology. Actual experience may vary due t2 field application vondluorei L7D I6 the prOSIDted tll■e When LED performance aepraclatee to 70% W MISS lumen output Calculated par IESNA TM21-11, AJbe3hed L70 hours IlfNtaG to 8 tlmessetubi LEDteet M1OUI'B. 1 PndlfYapOlkmteatbnm'ftvm lEbmanJa;Cvvsafaxdetgiceirg mvp!asltmatis tasedm[sNAW SOm<tto.omyy .1 mn1 al�nonm miy .Din' � M 1¢p apwl'SY n {y/1rgxL 2 LN¢bMP10¢.ma Gtw aNnlFapaRnn-�rco W*tcx:.Yn U•:CAd'nRul l.mo:alyf 3 CapJtmd palESNe'MT-n ncafaatJt'owslmRoi.strrcs a[N¢LEona houc Dimanaior3s ALIDO Q/ / ■lA_� ■jf l ' t• 'I p It e'■lpTpaT■ti AL150 a AL2DO 13.6" [3s5mril r -u-c:-4 ■ ,' �Lfa. ■ d'a L IY I IR yea' ■- ■ rane•i:r■s. ■ u A� Pole Top Fitter 63.6' Pak top altarfda 2-3/8 to 2-1./2' OD, 4" dgrth tutusfo,apt.4 kmiteieO at 90` Or1kr Codes PTi2-AL50M.ZW-4-9}Ri .0.41' [aT7TnTM 2.5' (64-1 !34rmmj 16" tl w1 POLE DRILL 7EWATE s.3'[i mini 29I[n c1 LUWkMFE WEIGHT. III me 16.3 kg] LUMNNRE EPA - D.IDFt' 10.0I-'J 79.4" (44Lmn;� f.(.tM.r�in 114etewinefYsDOlNeftaa seMare � m r 19E4 Lighting Analysis' �w ��o�e 3waaer.oe•nY.r e. Photometric Report (Type C) l''11G:G3ff--S: ti_ltu',/-'rIW•yl-'i-5. _r5: (TESTLABI Standard -Tech Co. Ltd [ISSUEDATE) 2011-06-07 09:50:05 tVANUFACI SIGNIFY STONCO [LUMCAT) AL200-Nix-GI-AR-4-6-BZ [LUMIKAIRE] STONCO AREA LIGHT, T-YPF. 4 OPTICS Maximum Candela = 1981.3198 at 60 H 65 V ClAnsi.)fIcation: Road Classification, Type IV, Short, N.A. (deprecated) Upward Waste Light Ratio: 0.00 Luminaire Efficacy Rating (LER): 122 MaxlmurB UGR: N.A. Endoor Classification: Direct BUG Rating : B3-UO-G3 LCS Summary, LCS Zone Lumens %Lamp %Lum FL- 16-30) 2383.2 N.A. 9.9 FM 130-W 7742,1 N.A. 32.1. Ffl 1.60-60) 4675.4 N.A. 19.4 FVH 00-901 282.9 N.A. 1.2 BL 10-30) 1B84.5 N.A. 7.E BM (30-60) 9965,6 N.A. 20.7 BH 460-80) 2074,2 N.A,. 8.6 BVR (80-901 80.4 N.A. G.:3 JL (90-1001 0.0 N.A. r'.0 'Uri 1100--180) 0.0 N.A. a.0 'fatal 2411.18.8 N.A. 10U.0 BUG Rating B3-Jo-G3 THIS LUMINAIRE IS A FULL CUTOFF FIXTURE. Luminaire Lumens Uplight "'7 y I �8 ' .0 en 90 N i L7 Back 0 Front COO U w O co 04 c')') N O m CID M Z 0C3 2 I Ux LL W to CO a Y 61 J r ov LW Go Z W Z O O = M a. rp IAN C. WELL r Lic. No. 046269 It �o ovnnoso �`u SSIONAL ENG` J O O V Q W LLJ W J J N CD C) p LU Co z Fee u-I O w a 0 U 01) FF_ W 2 U W r W Ill Do O 2 a) L0 N N a J Z OW Op 2 � U Q _U J H �O om z 0 �O O� U J W J a� �w Lu m� J � Q M PROJECT NO: 593801 DATE: JANUARY27,2020 SITE PLAN PHOTOMETRICS - FIXTURE CUTSHEETS SPOI