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WPO201500010 Plan - Stormwater 2015-04-07
I G F 0 FRI 1i A m d w 'o 1 1 2 1 1 2 3 4 5 0 . k , [ ft M 0 USIB 6 0 8 [oil 0 L -Ml bk a Odm I ]i FA AA; 1 -0 n WPO AMENDMEN WP0201400002 COUNTY OF ALBEIM,ARLE, VIRGINIA 0 0 S gat"I 2/2/2015 `i x 3' " k I1rar1II 3* Y I ? IS- E w e Lanes ,n AIN Lowf�*s HOMO improvement + ax PROJECT LOCATION .G IC 1-fill? , shopplog : �Ibroe Center pry pr $stop ,C J a C)4 Ilwemrl Square center k ; SY 4 Pje4deront OWNER: ALBEMARLE COUNTY SCHOOL °'i 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MS. ROSALYN SCHMITT TELEPHONE: (434) 975-9340 FAX: (434) • • a ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434 - 327 -1688 3 1 4 1 6 1 6 7 9 SheetIndex Sheet Number Sheet Title C0.0 COVER 0 OVERALL PLAN C1.0 NOTES & DETAILS C111 NOTES & DETAILS C1.2 NOTES & DETAILS 0 EXISTING CONDITIONS PLAN C2.1 DEMO PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN- PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN- PHASE II C4.0 LAYOUT & UTILITY PLAN C4.1 STRIPING AND SIGNAGE PLAN C5.0 GRADING AND DRAINAGE PLAN It A C610 STORMWATER SUMMARY PLAN C6.1 SWM BMP PLAN C6,2 SWM DETAILS x� STORMWATER PROFILES C6.4 DITCH & UTILITY PROFILES C7.0 SIGHT DISTANCE PROFILES 1-1.0 N L2.0 LANDSCAPE NOTES & DETAILS E402 SITE PHOTOMETRIC PI: AN r� 0 :1 M � P wi�yg Yi. 1 1 2 1 1 2 3 4 5 0 . k , [ ft M 0 USIB 6 0 8 [oil 0 L -Ml bk a Odm I ]i FA AA; 1 -0 n WPO AMENDMEN WP0201400002 COUNTY OF ALBEIM,ARLE, VIRGINIA 0 0 S gat"I 2/2/2015 `i x 3' " k I1rar1II 3* Y I ? IS- E w e Lanes ,n AIN Lowf�*s HOMO improvement + ax PROJECT LOCATION .G IC 1-fill? , shopplog : �Ibroe Center pry pr $stop ,C J a C)4 Ilwemrl Square center k ; SY 4 Pje4deront OWNER: ALBEMARLE COUNTY SCHOOL °'i 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MS. ROSALYN SCHMITT TELEPHONE: (434) 975-9340 FAX: (434) • • a ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434 - 327 -1688 3 1 4 1 6 1 6 7 9 SheetIndex Sheet Number Sheet Title C0.0 COVER CO.1 OVERALL PLAN C1.0 NOTES & DETAILS C111 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS PLAN C2.1 DEMO PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL PLAN- PHASE I C3.2 EROSION & SEDIMENT CONTROL PLAN- PHASE II C4.0 LAYOUT & UTILITY PLAN C4.1 STRIPING AND SIGNAGE PLAN C5.0 GRADING AND DRAINAGE PLAN CS11 GRADING SPOT SHOTS C610 STORMWATER SUMMARY PLAN C6.1 SWM BMP PLAN C6,2 SWM DETAILS C6.3 STORMWATER PROFILES C6.4 DITCH & UTILITY PROFILES C7.0 SIGHT DISTANCE PROFILES 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS E402 SITE PHOTOMETRIC PI: AN TOTAL: 23 SHEETS a P r INSPECTIONS OF' Y 75 PQRTATION EEPAMENT s 0 BE 10 e•� AACNITICTS I iNCiNNSRS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC L L AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014- 05011 -41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B Ll SHEET TITLE: COVER SHW Project: C0.0 3113.008.00 F 1� IC C P CL _J .J 0 A V. V. V. n I N �,40'� Vo C .. ....... .. - It el 41' 0 f *3— 67 57 taw ------------- .......... - ----- IV -- ------- -- 'OF ;It ttman 7 tx9a Cl* - '7A lo� ;,V. V, C.: �A R rNc -Y )AA AJAPAARO,�!� 4,'2-9fA 'o, kq olo 1g, Y tv14,1 W J AS N, U, ID, W i IN-544,75 ,I "?8plvi i4 1A �7 olf?"p J� V It, G, 14' < 33 wwour_,� _,t; 3 " 'q_,� - -- ---- ---- 7 5 J Nj_ VAT L C A" Vx [01 19, 1116'� 1,1111,1 ZO 0, Cl z 2 X �0, 4/ USF, Rk TAIL. 6,"0R,, TAX AtIAPPIIRCYL L_ 4 'A T 0,0,*�528. 84' &VIS e25" ro 1,e Rl�l TOP�528.59' J V Al if V OUT��521 31' 1/VV IN-520, 77' r Wv. MHS AVIS Top�&�?U, 07' 61GNAL TOP-_1528, 0.6 If (Wst) 04' INV 0 I'vV ujr�p hvoo,- CURB ME T TOP�528_37' TOP S2'8_ 75' INI-ET iN V, IN 15, " R01 Ah", OUT�51:�?,ho 1811PVC /JV V, 1,45 " R CP 'P INV OU7�519.57� 15"R6P PIN, OW 1151'R(l MHO T"t7l "'r INV IN�511 _-Z N 3 4 5 2 7 llc)tv'�V RIO W_�4UCN77A! 0 -,AO C, 1 A�f 'III 4,Alft ��T 8 Vk SCALE I "=60' io, 100, P, 10 F Kt:tjlb I KA I 1UN If 1113/20114 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-06011-41 D DRAWN: J. WILSON & J. SHOWALTER SCALE: 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2016 REVISED PER COMMENTS 03/27 C 8 A SHEET TITLE: OVERALLPLAN SHW Project: cool 3113.008.00 2 3 4 6 7 H _2 X IN Y Z, SbL 390"- b� . .. _04 RO, . 771 V 008URN 0 F 1� IC C P CL _J .J 0 A V. V. V. n I N �,40'� Vo C .. ....... .. - It el 41' 0 f *3— 67 57 taw ------------- .......... - ----- IV -- ------- -- 'OF ;It ttman 7 tx9a Cl* - '7A lo� ;,V. V, C.: �A R rNc -Y )AA AJAPAARO,�!� 4,'2-9fA 'o, kq olo 1g, Y tv14,1 W J AS N, U, ID, W i IN-544,75 ,I "?8plvi i4 1A �7 olf?"p J� V It, G, 14' < 33 wwour_,� _,t; 3 " 'q_,� - -- ---- ---- 7 5 J Nj_ VAT L C A" Vx [01 19, 1116'� 1,1111,1 ZO 0, Cl z 2 X �0, 4/ USF, Rk TAIL. 6,"0R,, TAX AtIAPPIIRCYL L_ 4 'A T 0,0,*�528. 84' &VIS e25" ro 1,e Rl�l TOP�528.59' J V Al if V OUT��521 31' 1/VV IN-520, 77' r Wv. MHS AVIS Top�&�?U, 07' 61GNAL TOP-_1528, 0.6 If (Wst) 04' INV 0 I'vV ujr�p hvoo,- CURB ME T TOP�528_37' TOP S2'8_ 75' INI-ET iN V, IN 15, " R01 Ah", OUT�51:�?,ho 1811PVC /JV V, 1,45 " R CP 'P INV OU7�519.57� 15"R6P PIN, OW 1151'R(l MHO T"t7l "'r INV IN�511 _-Z N 3 4 5 2 7 llc)tv'�V RIO W_�4UCN77A! 0 -,AO C, 1 A�f 'III 4,Alft ��T 8 Vk SCALE I "=60' io, 100, P, 10 F Kt:tjlb I KA I 1UN If 1113/20114 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-06011-41 D DRAWN: J. WILSON & J. SHOWALTER SCALE: 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2016 REVISED PER COMMENTS 03/27 C 8 A SHEET TITLE: OVERALLPLAN SHW Project: cool 3113.008.00 P., J F D Ni W 0 z d N O r a- M N P r P E E 0 C B A 1 1 2 SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434 -327 -1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG. KOTARSKI@TIMMONS. COM TAX MAP PARCEL: 04500- 00- 00 -095AO LIMITS OF DISTURBANCE: 6.06 ACRES ZONING: R6 - RESIDENTIAL MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 919 2ND ST. SE, CHARLOTTESVILLE, VA 22902 (434) 327 -1688 (July 7, 2013) BENCHMARK: CP PK NAIL N 3920697,44 E 1489108.33 ELEV 599.62 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK SIDE: 15' BUILDING SETBACK REAR: 20' BUILDING SETBACK NUMBER OF EMPLOYEES: 85 BUILDING HEIGHT: 28' (EXISTING BUILDING) 18' (ADDITION) (MAX. 35' FOR R6) BUILDING AREA: 69,500 +/- SF (EXISTING) 11,200 +/- SF (PROPOSED) 80,700 +/- SF (TOTAL) PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP EXISTING PARKING: 92 SPACES PARKING PROVIDED: 118 SPACES (5 ADA SPACES) LOADING SPACES PROVIDED: LOADING SPACE PROVIDED AT PARENT DROP OFF TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.06 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: SOUTH FORK RIVANNA DRAINAGE FACILITIES: FILTERRA BOX AND UNDERGROUND DETENTION SYSTEM WITH CARTRIDGE TREATMENT SYSTEM THERE ARE CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS.THEY ARE SHOWN ON SHEET C2.0. ALL CRITICAL SLOPES ON THIS SITE THAT ARE BEING DISTURBED ARE CONSIDERED MANAGED CRITICAL SLOPES, THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. 1 1 2 3 4 1 5 1 6 GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. 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, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT, 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 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. (N /A) 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 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 OWNERS 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. (N /A) 22. ALL VEGETATION AND ORGANIC MATERIAL 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 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. (N /A) 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 MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29, ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC /ANSI Al 17.1 -03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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 CHANNEL. 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3 1 4 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, T 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 9:0013M. 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 BECAUSIE 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 APPLIIED AT 80LBS /100SR ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT 1000LBS /!ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -2078) BLASTING NOTES 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 CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR, 6 7 7 8 8 9 9 ,d 10 10 "SHWGROUP ARCNITNOTS I ■NOIN29R9 I PLANNNRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434295.8200 F 434.295.8601 0 ARCHITECT NAME REGISTRATION ## 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS AGNOR HURT _ ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16.00 -101 IFB #2014- 05011 -41 A DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTAR8KI SCALE: N/A 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/2712014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: NOTES & DETAILS SHW Project: Cl 00 3113.008.00 G F C B 1 8„ 5„ 2 3 No Scale 'a A LEGEND ROADS 2" R SEWER EWE R PROPOSED TRAFFIC STOP BAR 5" Z S EXISTING SANITARY SEWER �►—" --Q� STORM PIPE &STRUCTURE N0. (fc -3,000 PSI) CONCRETE v° DROP INLET & STRUCTURE N0. t7 A Wes:. a CURB it CURB & GUTTER " EXISTING WATER LINE 4 DRY CURB & =GUTTER 6* W— PROPOSED WATER LINE :.,1.,..15 11. },.� ..1.,� : + :!��5 {•. PROPOSED PAVEMENT e 8• w— PROPOSED VALVE a- PAVED DITCH "'�-"ill 4" W— PROPOSED TAPPING SLEEVE . . ; .° JUTE MESH DITCH PROPOSED FIRE HYDRANT (COMPLETE) --•• ' CENTERLINE OF DITCH �r BENCH MARK GRADING CLEARING LIMITS TC =TOP OF CURB BC =BACK OF CURB R -1 VOOT STANDARD STOP SIGN EP = EDGE OF PAVEMENT CURB & GUTTER TO BE �� 4 Mr. TW = TOP OF WALL DETAILS EXISTING CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS —200 ^-- PROPOSED CONTOUR BS = BOTTOM OF STAIRS +240.5 EXISTING SPOT ELEVATION N/A = NOT APPLICABLE TO THIS 31. SEE PLAN FOR RISER HEIGHT _F___ PROJECT el-- TC 240.5 PROPOSED SPOT ELEVATION COMPACTED (D PARKING COUNT I 8„ 5„ No Scale 'a A FINISHED ° A.: . A �. 2" R W PROPOSED Q 5" Z CONC CURB AND GUTTER CLASS 3A, 0 v- (fc -3,000 PSI) CONCRETE v° t7 A : 5"# 57 STONE a it lift e $„ 4 SIDEWALK �, U 8 r� " :. q • ' <. a- SHEET TITLE: e�s . . ; .° 0 ---- -- MIN! 25 �M BETWEEN STR 116 & �r Z r TES VDOT 21 A STONE BASE UNDER _" Finial Ball Gold Anodized Finish Two Chrome Swivel Flagsnaps� Plastisol- covered -° steel counterweight Beaded nylon Retain Stainless steel Quick Cone- tapered aluminum shaft (6063 -T6) Reinforced cast aluminum access frame with cast aluminum door and ---.., cylinder lock Cam action cleat inside Shoebase Mount��� Electrical Conduit for Downlight Fixture FLAGPOLE DETAIL No Scale CLEANOUT DETAIL No Scale A zternal Halyard .Downlaght Flagpole Downlighter /Truck (512) 847 -0010 - (800) 385 -5605 - EagleMountainFlag.com Combo Aluminum finial ball, gold anodized. Cast aluminum downlight /truck iv body and threaded spindle, Stainless steel ball bearing assembly. b • 5/16" braided polypropylene halyard Anchor Base: Cast Fromm A356 alloy aluminum, the shoe base shall be heat - treated to a T -6 condition after attachment to the shaft. The shaft shall be inserted into the shoe base casting. The casting and shaft shall be joined by a continuous circumferential weld at the outside top and inside bottom of the shoe base. A spun aluminum flash collar shall be supplied, unless otherwise specified. M Anchor Bolts: Each pole shall include four anchor bolts, two hex nuts, two flat washers, and one lock washer, sized to match the anchor bolts. x Lighting Install: The end user is required to tap a hole at 3/8" approximately 1 -2 inches below the top of'the pole for the wiring (this should be low enough to clear the bottom of the truck threads on the inside ). This hole allows the c wiring to re -enter the pole„ concealing it from being exposed to weather extremities. The reason this hole is not tapped prior to shipment is due to placement. The hole must The tapped on the opposite side of the truck pulley, just below the thread. Therefore it must be done in the field, in order to ensure accuracy. The hole is to be tapped at 3/8" and rounded out to prevent wires from wearing against a rough edge. This does not, in anyway, damage the structural Integrity of the pole, nor voids the warranty that we provide. However, it does allow for easy installation of the lighting for your new Eagle United Nightmaster Downlighter Flagpole. Base Q O A Standard Recommended . Foundation Dimensions B Exit Wit. A a 3 2, 20' A 36" 30" 24" Shaft Bolt Bolt. Bolt Base 25' 24" 3'6" 30" 24" Ilia. Circle Proj. Size Size 30' 36" 3'b" 30" 24" ' 3b' 36" 4'0" 36" 30" S" 7 °318" - 9-1/2" 3-114" 314 "x 24" 9 =1/4!' .;' - 40' 36" 4'6" 42" 36" 6" 8 -3/4"- IQ" 3- 114" 1" x 36" 10.114" 7" 10 =5/16 " - 11 -318" 3.114 1 "x 36" 10.5/8" WARNING: Extreme caution should be exercised when installing flagpoles near overhead pcoewr lines, or in the vicinity of buried cables. EXIST GRADE METAL INSPEC77ON FRAME W/ STOLID LID (NEENAH R -'1875 OR EQUIVALENT) ._�,. 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT `.. 711" PLUG AT END OF LINE 4 5 8 Po'YED F�B�R'VED PaNQ PAM 1101 -'90on U -MOON TOW AWAY ZIN TMOOMN 2* VAN V ABOVE A0081111111 V ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R -7 =8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2"0 PAINTED BLACK SET IN MIN" 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM, COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (WAN) i LOCATION (TYR) EOP FACE OF PAI TED , CURB PER 2 °lo MAX. 18 18 �...._ 4„ VDOT/( 4" SPEC. ` PAINTED STRIPE 8' $' 8' 8' 8' �- !i 9' ill (TYPICAL) TYEIQAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale 2" R „� TOP OF CURB 2 5a1 1" R it .► 4" THE DEPTH OF CURB MAY BE r .s 3" A MINIMUM OF 13" AND A MAXIMUM OF 19° ; +', URr / 16" IJA '•► p c VDOT A -3 CONCRETE ►:' 4" M� IN UBBAS CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -3 No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2 "9XW2.9 SILICONE SEALANT nIt ' a a p . 10" 3,000 PSI AIR ENTRAINED PORTLAND A ;.p CEMENT CONCRETE 6" TYPE 21A STONE COVER ��, •���� \�r�j��j '''- ----- COMPACTED SUBGRADE (CSR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale f 7 8 9 10 r4" EXISTING PAVEMENT PROPOSED PAVEMENT o- SAWCUT THROUGH MATCH EX. CROSS v EX. SURFACE SLOPE UNLESS OTHERWISE COURSE SPECIFIED ON PLANS & REMOVE PAVEMENT 2' MIN PROPOSED VDOT A -3 CONCRETE WWII, pd...� 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER, CURB VDOT STANDARD CG -2 CURB 8„ 5„ No Scale No Scale FINISHED ° A.: . A �. 2" R GRADE EXP. .4 a ,. CONCRETE PROPOSED TOP OF 2" CURB 5" JOINT 4* #3 REBAR (12" O.G.) CONC CURB AND GUTTER CLASS 3A, BUILDING 1" R (fc -3,000 PSI) CONCRETE 1/8 WASH : 5"# 57 STONE p. as ff it lift e $„ d ° '.a SIDEWALK �, U 8 " :. q • ' <. 2 °° �N�M NOTE: SLOPE of DITCH SHEET TITLE: . . ; .° ---- -- MIN! 25 �M BETWEEN STR 116 & ��,, A.., 1 -o A (2) #5 REBARS, BOTTOM CONTINUOUS, " I T STR 114 SHALL BE 1 °fo TES VDOT 21 A STONE BASE UNDER � CURB & GUTTER TO BE �� 4 Mr. DETAILS CHECKED BY VDOT PRIOR TO PAVING AND /OR BACKFILLING �7_711;j„ 31. SEE PLAN FOR RISER HEIGHT _F___ 7" -11, 21-011 COMPACTED EXTERIOR STAIRS..: CURB TRANSITION DETAIL SUBGRADE IYF 2'' R CONC CURB AND GUTTER CLASS 3A, ° (f c=3,000 PSI) CONCRETE 6 4 a c 13" ° ° / a ' 711 d O d e 4 a 4. . Z 4 a.. \ va 4 d 4" MIN. 611 611 COMPACTED CONTINUE: 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale 1--1 lJ ) V I V W U CURB LINE � 12" (TYPI) 1.5 "DOA GALV. RAIL (TYP.) - -- i GUTTER d 11 2' °10" I 2" SURFACE I COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT O T E JOINT DETAIL No Scale R-- Y4 CONTROL JOINT SPACED AT WIDTH OF WALK .4 +� �sF*-'e. EXPANSION JOINT AT MAX OF 100', ,, • A /� A.. WITH PREMOLDED EXPANSION FILLER CONC. WALK 4 � ..�a a e ' e ! 4•. 9 .A , .e.' a.'„ ., 7v. d A 'A d �, A e A d '• ..e ,A • ;,A d d e: e A 8.. e q •v i d • e. -d t.b . p q' COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX" CROSS SLOPE 2% KA / wwl H �o H VV ka KU U P ARCRlTUCTS I ENGINEERS I PLANNERS 809 EAST MARKET'STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 nO4O2O48507 G a' F ARCHIITECT NAME REGISTRAT ION # 1/13/2014 ALBEMARLE COUNTY 4" 3,000 PSI AIR-ENTRAINED • CONCRETE /COM,PACTED " r E_",�_� 4" TYPE 21 B STONE COVER to DENOTES CONCRETE SIDEWALK NOTE: r BE • r IN ACCORDANCE WITH VOOT r _i CONCRETE r • i No Scale scho& BITUMINOUS • COURSE AGNOR HURT 6" TYPE 21 B AGGREGATE BASE COURSE ELEMENTARY SCHOOL V RENOVATIONS AND COMPACTED SUBGRADE ADDITIONS DENOTES DUTY ASPHALT PAVEMENT ON PLANS Berkmar Drive, Charlottesville, V • LIGHT DUTY ASPHALT PAVEMENT SECTION Addition ■• #2-16-00-101 IFB #2014-06011-41 e ASPHALTIC - SURFACEr DRAWN: J. WILSO COURSE • • 2.5" INTERMEDIATE BASE COURSE - BM25.0 CHECKED: C. KOTARSKI SCALE: NIA 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 r~ lerl.•L`n.lrl.+nlarla REVISED PER •' COMPACTED SUBGRADE REVISED PER COMMENTS 04/30/2014 REVISED PER AcsA COMMENTS 1 REVISED PER VDOT COMMENTS DENOTES HEAVY DUTY ASPHALT PAVEMENT ON OF REVISION / i HEAVY DUTY ASPHALT PAVEMENT SECTION 57 VDOT STONE 4" PERFORATED UNDERDR41N C PLASTIC - ■ 0 1 e • EDGING •- a HDPE W1 FIL TER FABRIC WRAP 6" MULCH FINISHED GRADE WEED BARRIERI I1.11�Y D'f�i �' /i ✓i ? //' �QO IDOL i�r'� �r 4/ TO THE GROUND) SUBGRADE OPE TOP OF TOWARDS DRAINAGE TRENCH) KEY IN 6 -9 FOR EXP. (TYP.) ENTIRE PERIMETER 21 -10" JOINT 1811 VDOT STD. CLASS Al 2a FINISHED ;; RIPRAP RECESSED INTO 1 MIN GRADE � GROUND (TYP.) 12„ (- PLAY AREA MULCH &DRAIN SECTION FILTER CLOTH (TYP.) No Scale S 1/8" WASH , CURB CUT RECESSED RIPRAP DETAIL 1/2" R -- q„ (MAX.) ` VDOT STANDARD CG -12A No Scale A, 1, A � ' All C1 ■ SHW Project: 3113.008.00 3 1 4 1 5 1 6 1 7 8 9 1 10 8„ 5„ No Scale FINISHED ° A.: . A �. GRADE EXP. .4 a ,. CONCRETE PROPOSED JOINT 4* #3 REBAR (12" O.G.) BUILDING 1/8 WASH : 5"# 57 STONE e $„ d ° '.a SIDEWALK �, U 8 " :. q • ' <. 2 °° �N�M NOTE: SLOPE of DITCH SHEET TITLE: . . ; .° ---- -- MIN! 25 �M BETWEEN STR 116 & ��,, A.., 1 -o A (2) #5 REBARS, BOTTOM CONTINUOUS, " I T STR 114 SHALL BE 1 °fo TES • . ; LAP 2' -2" AT SPLICES 5, MOTES; DETAILS „ COMPACTED SUBGRADE 1,. FINE BROOM FINISH ALL STAIRS, 2;, RAIL ON BOTH SIDES OF STEPS (IF NOTED) 31. SEE PLAN FOR RISER HEIGHT A EXTERIOR STAIRS..: CURB TRANSITION DETAIL _ STIR 116 STIR 114 DITCH CROSS SECTION No Scale nlp% crate No Scale C1 ■ SHW Project: 3113.008.00 3 1 4 1 5 1 6 1 7 8 9 1 10 1 ! 2 Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMAtLE COUNTY FINAL PLAN GENERAL NOTES General Co>astruedon Notes H 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted, 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontalwertical), Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 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 channel. 7, ll traffic c control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 8, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III, 9. All excavation for underground pipe installation must comply with OSHA. Standards for the Construction Industry (29 CFR Part 1926). G 0 s❑ C 3 t7 �A =l Q- C e- M O t- O z r �a A 1 C 3 1 February 6, 2013 ACSA GgNERAL WATER & SEWER rtONDITIQNS 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 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, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.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), METER SIZE DIMENSION DIMENSION DIMENSION GENERAL NOTES :: A B C 1 1/2" 3'1" 5 +0„ 3'8" 2, 3111, 510" 3'$ 3" 1 S' MIN. 1 10' MI • WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 4" 5' MIN. 1 12' MIN, 90 GREATER THAN 4" PROPOSALS WILL BE SUBMITTED, B SIDE VIEW 1.75" DIAMETER DRILLED -TOLE FOR TOUCH READ JNITS. TOP VIEW 3' DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T,S. FIG, W- 7A TD-11 WATER METER VAULT TOP .d A A � 4 44 4 a A ' 44" MIN. I _0_� 6" MIN, 17,5 IN 6" MIN. 4 `� (22.5" FOR COMPOUND METER) a . d4 60" 36' A � 4 a " (22.5" FOR COMPOUND METER) 18 MIN. H.*- 17.5" 4, 6 37" MIN. b� 12" MIN, WINGNUT LOCKING ASSEMBLY NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT, 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4 ", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2" METER) NTS FIG. W- 7C TD- 13 2" WATER METER VAULT No Scale 1 2 3 4 5 6 nivnrv� +a, vnvr "r,.�.+a, OIL. VVGaa"' ___ r+ov v+vc - vvn,+.v4a 5. MIN mm may, y UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL' YY T ACCESSIBLE EUMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED CG -12 AND USED BY PEDESTRIANS, 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 MIN AT , 2" HIGHER THAN EDGE E OF PAVEMENT GENERAL NOTES :: -- 1, 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) 4' 8 ,. Il WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 7 --- 10;1 MAX EFFLUENT B PIPE (X LQ) a Q ' EFFLUENT PIPE p a RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN PARALLEL & PERPENDICULAR TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A UNDISTURBED \/ WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 90 2.50 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 5' MN A HYDRANT IS LOCATED IN A FILL, ANCH THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A -4. 12 MAII 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED P CENTER TO CENTER ALONG 12 :.1 MAX n BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM -2,4" C. tR CONCRETE COVER tj2 ". CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 8, CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED _.,_ ,,Ihv�GcC�(�lcC`4l`GA nivnrv� +a, vnvr "r,.�.+a, OIL. VVGaa"' ___ r+ov v+vc - vvn,+.v4a 5. MIN mm may, y UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL' YY T ACCESSIBLE EUMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED qlufiln�� VAN, BEDDING AND USED BY PEDESTRIANS, 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 MIN AT , 2" HIGHER THAN EDGE E OF PAVEMENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X X ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB, (FEET) ,. Il 2500 P.S.I. CONCRETE-jk BASE AND THRUST TYPE C EFFLUENT B PIPE (X LQ) a Q ' EFFLUENT PIPE p a 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC,REFER TO STANDARD CG -13 COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. �t PLUG UNDISTURBED \/ 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, H ��`► THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 90 2.50 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 0.24 A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR A HYDRANT IS LOCATED IN A FILL, ANCH INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 4" & 6'0 45 22 1/2 LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF -2,4" C. tR 2.50 CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE ,8° --� . - o 1.50 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 0 0 0 0 0.10 THE BACK OF CURB. SHALL BE D AS ADDITIONAL SUPPORT 0 0 0 O O 0 0 O 0 O 0 0 90 3.66 3.16 3.21 0.48 - 6 45 00000 0000000 000000000000000 2.66 2.77 I LANDING RAMP 22 1/2 1,66 2.16 2.69 0.13 3.16 2.91 2.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N "11 1/4 1,66 2.16 2,67 0.13 ni 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !90 4.83 3.83 3,42 Ia 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10" & 12" 45 8;dMQIAMETgR '- 000000000000000 0.43 3,83 DETECTABLE WARNING d 0.52 k 2.33 AT BACK OF CURB SEE NOTE 12, 2.86 " °14 "_ t VARIABLE FULL WIDTH OF RAMP FLOOR _1 11 1/4 PAY LIMITS 2.33 DETECTABLE WARMING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1YDO-r CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 1 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG -12 No Scale Fl(el TI \Details \ST®RM \Inlet Shaping,pdf SMWOMAOMOLE IANO MIST S ANHOLE & INLET STRUCTU No Scale Moderate Volume Commercial Entrance Design along Highways With Shoulders MODERATE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS WITH SHOULDERS Site Reiquirements For This Design Maxirrnum Highway VPD 5,000 Maxirnum Entrance VPD : 200 Maxirnum Entrance VPD Truck Trips: 10 % SINGLE TWO - WAY ENTRANCE I -- - Limits of Parking Lot - �- R = 2' Min. j (typ') 1 i I LETTER gYma.Q. DIMENSION C 25' Minimum U 25' Minimum. Curb and Gutter or Curbing is not required. c0' Min. radius required when hannelization island is used. W * 18' Minimum 30' Maximum Y * 90" Prefered _ 60° Minimum _ For Subdivision Street & anl! All s, radii, width and angle should be n ac 6-Mance with SubdiviaTOn Street De i n uld in the Road Design Manual, In �B. I �^ W R / W __ -L Notes: U U . Entrance details shown on this sheet may C M_E 2' Min, be modified to meet s eciffc site s directed or a rpvnd by the Engginee at the Y ealdenc or District, when base on sound -� engineering principles, Edge of Pavement * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER-CUT CONDITION " 4 1 INITIAL BACKFILL M 4 MI UNSTABLE s an s SOIL I MiN. MIN MIN, ,68 STONE ` RANULAR FILL AS APPROVED BY ACSA T iJCKa STABLE 'SOIL OR ROCK NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.INO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3,THE INITIAL BACKFiLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, INO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. SELL HOLES SHALL BE DUG OUT IN ALL CASES. No Scale 8 } 10 Z N Z PLACE & GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ---. ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE WATER LINE i� �r L._! . 2500 P.S.I. CONCRETE ' 4 2'x Z BEARING AREA THRUST BLOCK 4 a. 4 a9 4 A d v NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, ARCHIT>ICTS 1 iINgCNltR: 1 PLANNrI;lIS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434,295.8601 F ARCHITECT NAME REGISTRATION # 1/'13/2014 ALBEMARLE COUNTY PUBLIC • • PIPE qlufiln�� VAN, BEDDING VOL. TEE AND PLUGS REQUIRED SIZE OF (FEET) ,. Il 2500 P.S.I. CONCRETE-jk BASE AND THRUST CU.YD. EFFLUENT B PIPE (X LQ) a Q ' EFFLUENT PIPE p a J 13LOCK AGAINST L �t PLUG UNDISTURBED \/ L H ��`► SOIL. STEEL PILE 90 2.50 IN 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 0.24 IAMESE CONNECTOR DETAIL A HYDRANT IS LOCATED IN A FILL, ANCH NOScale 4" & 6'0 45 22 1/2 2.00 1.50 2,25 2.00 2.60 2.52 I THE VALVE TO THE HYDRANT •- • r 2.25 2.50 SECTION SECTION THREADED -•r rr • • POURING 11 1/4 1.50 2.00 1 2.50 0.10 SHALL BE D AS ADDITIONAL SUPPORT A w w , • , s PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. EFFLUENT B PIPE (X LQ) a Q ' EFFLUENT PIPE p a BEND REVISED PER COMMENTS 03/27/2015 L H T L H T 90 2.50 2.50 3.01 0.24 IAMESE CONNECTOR DETAIL NOScale 4" & 6'0 45 22 1/2 2.00 1.50 2,25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 1 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1,66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 "11 1/4 1,66 2.16 2,67 0.13 !90 4.83 3.83 3,42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 NOTE : ELEMENTARY SCHOOL 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, RENOVATIONS AND N 2. MAINTAIN A 3° MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ADDITIONS ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. :32Q1 BGrrilar Drive, IT IS NOT ALLOWED IN THE (DITCH, t }} t / q i n , 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP Cilarf ®tteSVli� @, V /`1 GLa�V HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL IFS #2014- 05011 -41 No Scale D DRAWN: J. WILSON & J. SHOWALTER 2 1/2" THREADED SIAMESE CHECKED: c. KOTARSKt CONNECTION FOR FIRE SCALE: N/A 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES DEPARTMENT THREADS TO BE 0 2012 SHW Group SIZE, DEAD ENDS AND AT VALVES. C 2. USE 2500 P.S.I. CONCRETE, CONSISTENT WITH LOCAL FIRE 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. DEPT. STANDARDS ISSUE: FINAL SITE PLAN 05/27/2014 F-108 4 THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ' FIGURE 4.15 MODERATIE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS WITH SHOULDERS* NOTE: THE EFFLUENT ELEVATION SHOWN AT A MANHOLE Note: All entrance design aind construction shall accommodate pedestrian and bicycle users of the highway in accordance IS ESTABLISHED FROM THE INFLUENT ELEVATION B with the Commonwealth Transportation Board's "Policy for Integrating Bicycle and Pedestrian Accommodations ". OF THE MANHOLE IMMEDIATELY DOWNSTREAM. ELEVATIONS SHOWN APPLY AT THE C OF MANHOLES AND ARE BASED ON THE HORIZONTAL DISTANCE, C * Rev. 7/12 TO CLOF M.H. USING PERCENT OF GRADE INDICATED, TANDARD COMMERCIAL ENTRANCE ) Scale 4 1 5 1:1 PLAN INVERT STANDARD INVERT DETAILS VAL No Scale 7 P� 8 SHEET TITLE: NOTES & DETAILS A C1 m2 9 10 SHW Project:. 3113.008,00 ALL THRUST BLOCKS. 2 W x 2 L X 0.3 H SEAMLESS COVER SLEEVE CONCRETE COLLAR /DENTIFICA TION PLATE - " "' `' "' '' ' -- .-- 2.5' FROM 3/4" THREAD- 0-'LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE .w• A .r THRUST BLOCK 2'x2'x2' VDOT STD #57 ��''•r`"� �'� ':i:> STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP. SIZE AND CLASS 2. DIP PIPING 0 5 T BE RESTRAINED JOINT. REVISED PER COMMENTS 03/2712014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 CONCRETE THRUST BLOCKS REVISED PER VDOT COMMENTS 05 /27/2014 No Scale LETTER OF REVISION 02/2/2015 EFFLUENT B PIPE (X LQ) a Q ' EFFLUENT PIPE p a Q w a INFLUENT PIPE o INFLUENT PIPE 0 REVISED PER COMMENTS 03/27/2015 C _ IAMESE CONNECTOR DETAIL NOScale FIGURE 4.15 MODERATIE VOLUME COMMERCIAL ENTRANCE DESIGN ALONG HIGHWAYS WITH SHOULDERS* NOTE: THE EFFLUENT ELEVATION SHOWN AT A MANHOLE Note: All entrance design aind construction shall accommodate pedestrian and bicycle users of the highway in accordance IS ESTABLISHED FROM THE INFLUENT ELEVATION B with the Commonwealth Transportation Board's "Policy for Integrating Bicycle and Pedestrian Accommodations ". OF THE MANHOLE IMMEDIATELY DOWNSTREAM. ELEVATIONS SHOWN APPLY AT THE C OF MANHOLES AND ARE BASED ON THE HORIZONTAL DISTANCE, C * Rev. 7/12 TO CLOF M.H. USING PERCENT OF GRADE INDICATED, TANDARD COMMERCIAL ENTRANCE ) Scale 4 1 5 1:1 PLAN INVERT STANDARD INVERT DETAILS VAL No Scale 7 P� 8 SHEET TITLE: NOTES & DETAILS A C1 m2 9 10 SHW Project:. 3113.008,00 do 0 ARCNITNC`TS I ■NGINNSR! I PLANNNR• 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8$01 o CRAIG W. r, XOTARSKI Lie. No. 0402048507 ARCHITECT NAME REGISTRATION # ALBEMARLE COUNTY PUBLIC SCHOOLS e i R HURT .- ii RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VOOE #2 -18 -00 -101 IFS #2014 - 05011 -41 DRAWN: J. WILSON S J. SHOWALTER CHECKED: C. KOTARSKI SCALE: 1" : 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03 /27/2015 SHEET TITLE: EXISTING CONDITIONS a r M M r Q i C2.0 8113.008.00 a t 4K C I 2 3 4 �1 a 1 7 I a 9 I � i7cl ± I 10 CP PK NAIL N 3920697.44_, ------ . . ....... ... - ----- - -- ------ ... -14 w E 89108.33 - ----- TE. 65.9 --- --- ------ IROM (F) R 9 TA TF final IRIV ROD ELEV 599,62 9 01 5 �5' V V R.1w ------- ----- ----- ----- --- . . ..... N 16 H 4 0 69,84 2, 7 )L It7' GA TF IIx G 1119 Z_ X C It, cl..F I4 Ct. I66K Ix F I4 CIL F tSAWCUT ASPHALT 1116 OT" 4 #�MOS -1580 REMO E BACKSTOP ILI -CLASShOd M9 V1, REMQV— tL �E GHOOLE 1 M7A:T IWA�KS IktMOVE PAVED II'k- "80 IREMOVE FENCE ,Z IREMOVE INFIELD :77- E :77__ I0 MATERIAL R64!6,\4 +N U RELOCATE AND REINSTALL EXISTING PLAY EQUIPMENT AT PROPOSED PLAY -EAUNE ND-WAT I_\ . ..... REA. CONTRACTOR SHALL COORDINATE PORI IUN OF As�8MENT RLINE E TO REMOVAL ---- ------ VAIC E-SHEET04.0 LASE N THEINSTALLATION PER THE MANUFACTURER'S _r R ED E STANDARD IW ,S� AND HAVE REINSTALLATION CERTIFIED, REMOVE LIGHTP SAWCUT ASPHALT REMOVE WATERLINE. SEE SHEET C4.0 FOR SEQUENCE OF CONSTRUCTION AND EXTENTS OF NEW WATERLINE AND TIE-IN TO EXISTING, ALL OTHER io,AP,o/kR0RTtM,65OF WATERLINE SHALL BE REMOVED 04TY SC,�'-100L BOARD OF ALBE ARLE COUINTY DB� -1 128, PG. 650 IR6 TZA L REMOVE CLEANOUT REMOVE GRAVEL & �35A fWOOD BENCHES - IREMOVE INLE ILVE REMOVEVA REMOVEAND QATE/(4)/ REMOVE CONCRETE REMOVE WOOD DEC SHEDS dOORDINA,XE Iwt REMOVEAND EMOVE FIRE+ iYDRANT REMOVE 48 RCP REPLACE FENCE A AROUND GAS I`EL6cAT\E TELECOMM BOX METER 'F 8 '-LARP R40CAI , ELECOMM PEDESTAL 1E E- T' O '\V E\" BUMOE`R�BLOCKS REMOVE BRICK Cd�TRACTOR,170 COORD" 'A �r IWALL AND FE11 RELOCATION OF E ELECTRIC P, OWER LINE WITH W&�, AND CHAIN LINK FENCE Ky vub= Z� I UKIVII REMOVE MOBILE REMOVE 2 BUMPER CLASS ROOMS AT BLOCKS END OF PROJECT REMOVE CANOPY CONTRACTOR TO COORDINATE C THE RELOCATION OF GAS AND IADDITION AND SIDEWALK PHONE LINES WITH BUILDING tIEMOVE SIDEWALK IATE RELO REMOVE SIGNS S�VVC� 11 �A��PH,k' ................ I ISAWCUT ASPHALT kND 0 TT II- -7z I/)�OAI IT LT ]ON I'OMM LIN ES WITH E -STORMLINt D IIfiw B SAWCUT ASPHALT ANITARY LIN SHEE USTM tIt TE RELOCATION IQ/ DINA HARDSCAPE TO BE REMOVED ROPOSED*dRADE AW1 , PUTASPIALT SP- U� TREES TO BE CLEARED UGP WITH SAW CUT AND THE ADJUSTkENf -OF RITICAL SLOPES REMOVECURB -J40P S ED-GRADE - I--L'-SLQ.PES TO BE DISTURBED CRITiCrA 'REMOVE PIPP-\TO, ALLOW REMOVETREE B E N� IN C ORDINATE RELOCATION 0 IrPROPOSED GRADE SAWCU"rASPHAI. x X_ �,_-7RE V"MEWALK -_,t��MOVE-SIGN 7 A —7 SCALE V=30' TYAJACPARTIVE.R$, LLC ,CUT�S�H D8, ,Z34, PG� 298 IURB 30' 60, 7-7 -FICE BL]ILDING -L 45-91A TAX &IAP PARCE RiMOVE-SIG ZONFL?: C I COMME1 -1iL C OF URRENT US IG 2 3 4 7 9 H SHWGROUP AIRCHITNOTS I RN411199R4 I PLANNRRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434,295.8601 8 E- R K/[411 R 4 x 1681 x R6 7AX A411P P,1 �K C U T Z RE"SIL t T4 > Q CRMOW, 1, XOTAMSKI Lie. No. 0402048507 OBERT F 5 GI-ADYS E, � D8, 2097, 1 IV : R6 SING;- E F-A, AV /L Y 7" ARCHITECT NAME REGNSTRATION # 1/13/2014 10 I ALBEMARLE COUNTY PUBLIC SCHOOLS GA, G E A AGNOR HURT DB, 25366 PG, ELEMENTARY SCHOOL TAX A11AP RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, C harloftesvi lie, VA 22901 Agnor-Hurt ES Addition - VDOE #2-1 8-00-1 01 IFS #2014-05011-41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: let = 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 06/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PE I COMMENT ; 04/3012014 REVISED PE I ACSA COMMENTS 05/20/2014 REVISED PER V )OT COMME ITS 06/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/201 6 C _ I A SHEET TITLE: DEMOLITION PLAN SHW Project: C2ml 3113.008.00 1 1 2 3 4 5 6 7 8 8 10 EROSION AND SEDIMENT CONTROL NARRATIVE MINIMUM STANDARDS: TABLE 3.31 -B E7 1 PIPE OUTLET CONDITIONS PROJECT DESCRIPTION AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS p� A A THIS PROJECT INCLUDES TWO BUILDING ADDITIONS TO AGNOR HURT ELEMENTARY SCHOOL, AN ADDITIONAL TECHNIQUES AND METHODS: "QUICK REFERENCE FOR ALL REGIONS" ENTRANCE AND BUS LOOP TO THE NORTHWEST, MODIFICATIONS TO EXISTING PARKING LOTS AND MS -1, PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ASSOCIATED SITE WORK. LIMITS OF CLEARING AND GRADING ARE 6.06 ACRES. REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS PLANTING DATES SPECIES RATE (LBS. /ACRE) ❑Cl THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE o ADJACENT PROPERTY APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, SEPT. 1 -FEB. 15 50/50 MIX OF 3d° ► ,.� I BOUNDED MS -2. DURING CONSTRUCTION OF THE PROJECT SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH d° /r1 THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY, THE PROPERTY S DEp BY ANNUAL RYEGRASS IAL AND COMMERCIAL SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION WOODBURN ROAD ON THE WEST, BERKMAR DRIVE ON THE EAST, WOODED RESIDENT C L LOLIUM MULTI- FLORUM { ) , ; :; a�° �;;: y:;,,.;«,. ;�,;:•,,::',;',:.,:, ^;:::;;'`• ,. PIPE OUTLET TO FLAT ARE H AREAS TO THE NORTH AND SOUTH, OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. "'' H & 50 -100 WITH NO DEFINED CHANN L SHWGROUP MS -3, A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, CEREAL (WINTER) RYE EXISTING SITE CONDITIONS PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE (SECALE CEREALE) PLAN VIEW THE SITE IS CURRENTLY THE LOCATION OF AGNOR HURT ELEMENTARY SCHOOL, ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. A R C N I T N O T S 1 2110114591016 1 P L A N N Is R S MS -4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100 PERSPECTIVE VIEW La OFF -SITE AREAS CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND (LOLIUM MULTI- FLORUM) 609 EAST MARKET STREET A NEW ENTRANCE ROAD WILL BE CONNECTED TO WOODBURN DRIVE AND WORK DONE IN THE RIGHT OF WAY DISTURBANCE TAKES PLACE. "- ° °`r SUITE 202 T STRUCTURES SUCH AS DAM DIKES AND DIVERSIONS IMMEDIATELY AFTER "' "�` "�'�' CHARLOTTESVILLE, VIRGINIA 22902 WILL BE APPROVED BY VDOT. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRU S S C S, MAY 1 - AUG. 31 GERMAN MILLET 50 o % -- INSTALLATION. (SETARIA ITALICA) hlaa ` ;'�' «�' P 434,295,8200 CRITICAL EROSION AREAS MS -6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE '''���'�'`� MEET 2. SERVED Y HE TRAP OR BASIN, TS 3.31 F 434.295.8601 CRITICAL SLOPES HAVE BEEN INDICATED WITH HATCHES ON THE EXISTING CONDITIONS S C 0 S ED B T " °��� °` "''}'` '`" '� ' �- ' O � SECTION A -A FILTER =' "• A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP KEY IN 6 -9 ,RECOMMENDED FOR CLOTH ENTIRE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. TEMPORARY SEEDING PLANT MATERIALS ;',i' ',^ ;;:I ,t i;p u•• }.„ ,...;,;:':2 }',;;;1#11+ ^1+,P:;, ;: ' «.r: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO , • PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 No scale I WIR ! A -„ SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL CUBIC YARDS PER ACRE OF DRAINAGE AREA, THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF TABLE 3.32 -0 FABRIC HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA LINE POST 3do(MIN.) c OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION, META (TIONAL I I 1D GROUND LINE A CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. AX METAL(TjoR MAX. orb' MS -7, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TOTAL LBS. PER ACRE (U) POSTS BRACING CONCRETE FOOTING ( x" STORMWATER RUNOFF CONSIDERATIONS TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE MINIMUM CARE LAWN d0� SAF PERSPECTIVE VIEW PERSPECTIVE VIEW 3,10 UNDERGROUND DETENTION WILL BE USED TO CONTROL OFFSITE RUNOFF, CARTRIDGE FILTER SYSTEMS AND STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. COMMERCIAL OR RESIDENTIAL 175 -200 LBS. PLASTIC FENCE METAL FENCE 4 G A FILTERRA BOX WILL BE EMPLOYED TO TREAT THE STORMWATER. MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% PIPE OUTLET NN WELL G %� CRMOW 1. XOTARSKi ; PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. IMPROVED PERENNIAL RYEGRASS 0 -5% SAFETY FENCE DEFINED CHANNEL Lic. No. 0402048507 STORMWATER RUNOFF CONSIDERATIONS MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. KENTUCKY BLUEGRASS 0-5% No scale PLAN VIEW � 3/;k,7/15 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER E E L TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET] La �s ! THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. GENERAL SLOP (3,1 OR LESS) MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET KENTUCKY 31 FESCUE 128 LBS. SHALLOW STRUCTURAL PRACTICES: PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE RED TOP GRASS 2 LBS. SLOPE 0% 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CHANNEL AND RECEIVING CHANNEL. SEASONAL NURSE CROP * 20 LBS. PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MS -12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 150 LBS. ON SHALLOW SLOPES, STRIPS NETTING Td MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION, NONERODIBLE LOW - MAINTENANCE SLOPE (STEEPER THAN 3:1) PROTECTIVE COVERINGS MAY BE SECTION A -A TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF, MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE KENTUCKY 31 FESCUE 108 LBS. APPLIED ACROSS THE SLOPE, FILTER KEY IN 6"-9 "; RECOMMENDED FOR 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. RED TOP GRASS 2 LBS. WHERE THERE IS A BERM AT THE TOP BERM CLOTH ENTIRE PERIMETER AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. MS -13, WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIB( -MONTH PERIOD, A SEASONAL NURSE CROP * 20 LBS. OF THE SLOPE, BRING THE MATERIAL NOTES: ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. CROWNVETCH ** 20 LBS. OVER THE BERM AND ANCHOR IT 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR �s 150 LBS. STEEP BEHIND THE BERM. CONCRETE. ARCHITECT NAME SEDIMENT FROM LEAVING THE SITE. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE SLOPE 2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL MET. * OP 3,18.3 AND 3.18 -4. 31a REGISTRATION ### DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 3. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 AS STATED BELOW: ON STEEP SLOPES, APPLY PROTECTIVE INCHES. ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION, MS -16, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE COVERING PARALLEL TO THE DIRECTION 4, CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO A CULVERT TO APPLICABLE CRITERIA: MAY 1ST THROUGH AUGUST 15TH.. OF FLOW AND ANCHOR SECURELY. OUTLET PROTECTION 1/1312014 PREVENT SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. .......................... FOXTAIL MILLET 5. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE BRING MATERIAL DOWN TO A No Scale NOVEMBER THROUGH FEBRUARY 15TH ....................... WINTER RYE LEVEL AREA BEFORE _ AREA. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, TERMINATING THE 4„ - 70' MIN. F � , 5;1 EXISTING F 6. SEDIMENT BASIN - 3,14 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY, ** INSTALLATION. TURN THE END :;t;;, A PAVEMENT „ SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETGH EAST OF „ '�`��:`��.:"'- DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN WET AND DRY STORAGE LONG ENOUGH D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE UNDER 4 AND STAPLE AT 12" FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. STABILIZATION. FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL DITCH w. INTERVALS. 6.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU FILTER A MOUNTABLE BERM STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. F, APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED CLOTH {OPTIONAL) MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE " IN DITCHES, APPLY PROTECTIVE COVERING EXISTING GROUND SIDE ELEVATION ADDITIONALLY THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE PARALLEL TO THE DIRECTION of FLOW. USE CHECK 70' MIN, HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR ADDED TO ANY SLOPE OR LOW - MAINTENANCE MIX DURING WARMER SLOTS AS REQUIRED, AVOID JOINING MATERIAL IN 8. TEMPORARY SLOPE DRAIN - 3.15 FLEXIBLE TUBING EXTENDING FROM THE TOP TO THE BOTTOM OF A CUT PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, SEDIMENT SHALL BE SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. THE CENTER OF THE DITCH IF AT ALL POSSIBLE. B OPTION CK E01 MIN, OPTIONAL OR FILL SLOPE TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER SAFELY DOWN THE FACE OF A REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREET PS 3.32 BM 3.36 -1 EXISTING CUT OR FILL SLOP WITHOUT CAUSING EROSION. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL 10 9. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES, 12' MIN. MIN PAVEMENT CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE, MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION PERMANENT SEEDING MIX FOR PIEDMONT AREA SOIL STABILIZATION BLANKET EC - 2 VDOT #1 COARSE AGGREGATE B ALBEMARLE COUNTY 10. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. No scale j f- POSITIVE 11:01 MIN. SURFACE AND AIR MOVEMENT. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE No Scats * MUST EXTEND FULL WIDTH OF DRAINAGE TO PUBLIC SCHOOLS INGRESS AND EGRESS OPERATION SEDIMENT PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TYPICAL TREATMENT - 1 SOIL STABILIZATION TRAPPING DEVICE ( GRAVEL CURB INLET SEDIMENT FILTER VEGETATIVE PRACTICES: MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SMALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION °^+ e....... --•-- PLAN VIEW 1. TOPSOIL TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FAIR THE STATED FREQUENCY BLANKET} INSTALLATION CRITERIA ,_ , ---- �''"_,,,.. --`_ , . -� AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND STORM OF 24 -HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND 12' MIN• SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20 -24. 3" MIN. 2, TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 NOTES ^ -' �!�. 3" MIN, DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING APPROXIMATELY 200 STAPLES �...`�• FILTER CLOTH E GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT REQUIRED PER 100 SQ. YDS. -�' SECTION A -A IS APPLIED. SLOT OR OF MATERIAL ROLL, ANCHOR 6'.7" E SLOTS, JUNCTION SLOTS & 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE CHECK SLOTS TO BE BURIED " cmarle u It COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL 6" TO 12 ". BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL MAX. MAX. 4:1 OR FLATTER 6" Put%c %jchools AT HALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT JUNCTION MA STEEPER THAN 4:1 * 12" CE REINFORCED CONCRETE DRAIN SPACE STABILIZATION M S AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. SLOT EDGE AND END JOINTS I + I + + + I I + + GRAVEL FILTER SECTION B -B 3.02 CHECK SLOT TO BE SNUGLY ABUTTED RUNOFF WATER WIRE MESH MANAGEMENT STRATEGIES � � � TERMINAL FOLD STAPLED LAPWILL HAVE I FILTERED WATER AGNOR HURT 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH SILT FENCE CULVERT INLET PROTECTION + I ;,,.:,' " .', " �:., =STONE CONSTRUCTION ENTRANCE EDGE JaNT LIEU of .':r.:Y ELEMENTARY SCHOOL LAP JOINT 2" MIN. + + I I I + + �' No Scala IMMEDIATELY FOLLOWING INSTALLATION. £NOWALL RENOVATIONS AND 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING, TAMP FIRMLY (JUTE MESH ONLY) I + ► ' ;. 1 COMPACTED SOIL STANDARD TO HAVE 2 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO TOE OF 9NCHOR SLOT 5 MAX. 4:1 OR I I s ' o ,�; ' ; STANDARD EG2 �'^� FLATTER 3 MAX. MATTING ON UPHILL ADDITIONS MINIMIZE PERIMETER CONTROLS. FILL CULVERT n , STEEPER THAN 4:1 + I + I -.�� �` 'd ' "' 18" MIN. I I I i I { I SIDE 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER C-4 I I SEDIMENGONCRETE', i I i I FLOW 3201 Berkman Drive, REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. I I } GUTTER CURB INLET (1111_ 1L1L1 I� Charlottesville VA 22901 12" � PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING CHECK SLOT * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. - - 11151111110-11111115111111 -milli - - Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 1" Ta IFB #2014- 05011 -41 D 3,32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND TOE OF FILL TAMP MLYCHECK SLOT 4 � I I + I I I 4.5' MIN. �_ z SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION Is APPLICABLE AT DD CW 3,09 D "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1, FOR SLOPES GREATER THAN 3:1„ SEED � r-- VAR. --I - VAR. -" CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE Is NOT LIKELY TO TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32 -D OF THE HANDBOOK„ FOR SILT FENCE * DISTANCE Is 6' 2" �, IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND DRAWN: J. WILSON & J. SHOWALTER MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES, IN ALL SEEDING OPERATIONS SEED, UNPROTECTED AREAS. TEMPORARY DIVERSION DIKE CHECKED: c. KoTARSKI MINIMUM IF q FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING, FLOW TOWARD "OPTIONAL STONE COMBINATION N 1 STORMWATER INLET PROTECTION No Scale SCALE: EMBANKMENT ' ' STAPLE FORMED FROM NO.11 STEEL HARE. CHECK SLOTS AT S; No Scale 1.0 1.5 so' 0 -C INTERVALS; ®2012 SHIN Group SEQUENCE OF INSTALLATION 8 STAPLE MIN. LENGTH FOR SANDY SOIL, 8" STAPLE MIN. LENGTH FOR OTHER SOIL. COOMMBINATION BLANKETS ?� 1. SET THE STAKES. 2. EXCAVATE A 4 "X 4" TRENCH UPSLOPE PHASE I (SEE SHEET C3.1) 2 X 4 WOOD DROP INLET WITH SILT NC INLET PROTECTION ALONG THE LINE OF STAKES. 1. A PRE - CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E &S INSPECTOR, CONTRACTOR, JUNCTION FRAME GRATE h---1 ISSUE: FINAL SITE PLAN 05/27/2014 OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON -SITE. CLEARING LIMITS MUST BE ey TAMP FIRMLY TES RMINAL FOLD 8' FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE, 2 5, (-- 12 "---� " TAMP FIRMLY FRAME �'%' REVISED PER COMMENTS 03/27/2014 2. INSTALL TREE PROTECTION AND SILT FENCE BELOW PROPOSED SEDIMENT BASIN AND ALONG ENTRANCE FLOW 2" (-'- -4 --'j AMAX _ -�- II REVISED PER COMMENTS 04/30/2014 CORRIDOR TO BE GRADED FROM WOODBURN ROAD. 0 2„ <= (`-'� ;.� -►ii REVISED PER ACSA COMMENTS 05/20/2014 3. CLEAR AND GRADE ENTRANCE CORRIDOR FROM WOODBURN ROAD, INSTALL CONSTRUCTION ENTRANCE FLOW r4" REVISED PER VDOT COMMENTS 05/27/2014 AND CULVERT WITH OUTLET PROTECTION CONNECTING TO WOODBURN ROAD, * *VDOT #3, #357, #5, #56 OR #57 CLASS 1 3' LETTER OF REVISION 0212/2015 COARSE AGGREGATE TO REPLACE SILT RIPRAP 3, STAPLE FILTER MATERIAL TO STAKES AND 4. BacKFILL AND COMPACT THE REVISED PER COMMENTS 03/27/2015 4, CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM PIPES. „ �'"' MIN, 5. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION FENCE IN HORSESHOE WHEN HIGH GATHER VELOCITY OF FLOW IS EXPECTED EXCESS EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. DIKES, INLET PROTECTION, CULVERT INLET PROTECTION. CAP 3.08 -1 3.36 -2 - --`- -• - -�- ••-� -- '"'` AT 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN, U V CORNERS 7. ROUGH GRADE PROJECT AREA. CULVERT INLET PROTECTION SOIL STABILIZATION BLANKET EC - 2 PERSPECTIVE VIEWS 8. SEED ALL DENUDED AREAS PER VESCH STANDARDS. C No Scale � No Scale STAKE ! �,, � C PHASE II SEE SHEET C3.2) � FLOW 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT EARTHEN DIKE PROVIDE FABRIC CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. CORRUGATED METAL (COMPACTED) INLET _ ____u. _. ... :i .,l _ ._._._ __,.... 1' SHEET FLOW INSTALLATION 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN EXTENSION COLLAR PROTECTION = T ; : VIII MIN. DAYS AFTER FINAL GRADE IS ACHIEVED. WATERPROOF A '� �` ��'`� 3' (PERSPECTIVE VIEW) FLOW I MAX. 3. ALL STORMWATER PIPING & STRUCTURES INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR SEAL `' ' �° h '' `% SILT /SEDIMENT. IF PRESENT, SILT /SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE `- DETAIL SATISFACTION OF THE E &S INSPECTOR. �• -�" - � Y � `I -- --- 24:1 D D +6 4� t ;t ! °`; ! AIL A B A 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC t-�-A I ELEVATION OF STAKE AND FABRIC ORIENTATION INSPECTOR REMOVE THE SEDIMENT BASIN, CONVERT THE RISER TO FINAL MANHOLE STRUCTURE AND PROVIDE OUTLET o SPECIFIC APPLICATION GRADE AREA TO THE EAST OF THE BUS LOOP AND INSTALL SIDEWALK, PROTECTION STANDARD FLAREID END SECTION P FIEF THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET / 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5X) WHERE POINTS A SHOULD BE HIGHER THAN POINT B. ACHIEVED, SILT FENCE BELOW SEDEMENT BASIN MUST BE MAINTAINED THROUGH GRADING AND THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE DRAINAGEWAY INSTALLATION CONSTRUCTION. �_ I,4 Ia ip TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING L ) g Og.2 6, ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION SECTION VIEW 1 i I CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS, 3.07 -1 SF (FRONT ELEVATION) CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E &S INSPECTOR. "`'' u F- w + STORM DRAIN INLET PROTECTION PNoS ILT FENCE (W /O WIRE SUPPORT) NOTE: SEDIMENT MAY BE CONTROLLED Ai OUTLET �yn. p' -- -- - ` No Scale cale GENERAL EROSION AND SEDIMENT CONTROL NOTES. IF UPLAND PONDING WILL CREATE PROBLIEMS 1 �rN *` Ira , I k, -, CURB INLET SEDIMENT TRAP SUPER SILT FENCE 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO EARTHEN DIKE ?4j" �, w „ '° ALONG TOP OF CURB, TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. i ?:;.` ES -1: UNLESS OTHERWISE INDICATED CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL , ��> r1 , %t. FABRIC TO BE (COMPACTED) ,'� , , �, POSTS. B EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AIND 3:1 y�) ENTRENCHED A MINIMUM 6' B SEDIMENT f��•' SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SE CONTROL s of 8° IN DEPTH AND AREAS TO BE DISTURBED CURB COMPACTED TO 95 %, HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL _ INLET REGULATIONS, 8 r� I y_ X- _ (CUT, FILLED, ETC.) 1 2 I ,. D +6 � ��� �: r v r� ' I��A rlr,�wl. , "' IN' r _r alv tUlu ,3�� 1__,_,W P;NG r,�.��i r 3' ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING _ "P�-��A`('j ' � / •- / IlI-r: REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ( I I - IO F <O ry N FLOW /_ _ _- a =11 0111110 _� . w ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN TSD 3.15_1 4 CLEARING, GRADING, OR LAND DISTURBANCE. �TION A A CLASS 1 RIPRAP �� �F DI�A'.fil, 't 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TEMPORARY SLOPE DRAIN T{� D''�E \_V OT #3, #357, oR #S COARSE AGGREGATE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. $ TIMES, -°•_•--..° F a P�i.'v`;�,�r_ THE TRENCH. No ScaleP ` " E ISTING PAVEMENT ,..� MODIFIED INLET PROTECTION SHEET TITLE: ES -5: PRIOR TO COMMENCING LAND - DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON .,',.. „�., yr No Scale -� %� k ., % EROSION & SEDIMENT c THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFFSITE BORROW OR WASTE AREA), SUBMIT A SECT,�ON A -A '""�' �_ "'I�' v SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT /ENGINEER AND THE CONTROLLING o EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ��i-- ��r FLOW '/ �} ;r CONTROL NOTES & A m tlJtltum water- tap of 1 itach must be iulstalled with a mitlitttttttt 1 hich bancocic ' �- /_ _ _ ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND shtttoffvalve supplyitAg a wadi hose N %ith a diameter of 1.5 niches for adequate �11r� DETAILS SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) cots :tattt pressttt•e. Wash water mm.4 be carried away from the ettti•ance to art STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. $ A approved settlu; area to remove seditttettt. All sedhimit shall be prevented fi•ottt A ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES ettetlim 44xm drains, ditches or watercourse*. FENCE ATTACHED TO POSTS (PRE - WEATHERED WOOD, 2 DURING LAND- DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FILTER FABRIC 61 PAVED WASH RACK 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO -T� a 0 ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. CE f. GREATER THAN VON CENTER. EVERY NINTH POST SHALL -I I WIRE CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE T- I 1= 1I1 =1T- r ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING FENCE AS A TREE PROTECTION FENCE. RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS TP NO SCALE 3'38 N OF THE EROSION CONTROL DEVICES IMMEDIATELY, STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT No scale TREE PROTECTION No Sale ■ 11 i2 �NO Scale SHW Project: 3113.008.00 1 2 1 1 4 1 6 1 6 1 7 1 8 9 1 10 W ca U) 0 Z C 2 3 1 4 1 5 1 7 8 9 1 10 p [A W_ Sediment Basin design BENCH M VV O�STALL CULVtRT MIN. 1: W1 SPILLWAY SPILLWAY S� ir :ET 2 WITHOUT CREST OF EMERGENCY K NAIL (SEE 5.0) 3.28 drainage area (acres) N 3920697,44 ------- DESIGN HIGH WATER NOW v, ,(25-YR, STORM ELEV.) -W E_1401bfi. basin volumes: (using 1 'contour Intervals) 33 011V 11T 'TE RTE, 659, UT=597.77' �55 TA ELEV 599.62 ------- elevation MY contour area (so volume(cy) 0. 777- - 1 _ -�, 1 � - ��,._,� - - - - , _ - - I- ----- --------- Wo-ODESURN rtr%ll IA711 MIN. 1.0' ROAD 20.' i 50, 11CAIV N 2292 69.7 554 RISER CREST STOR"a DRY DEWAWRING 555, 3136 100.5 - ------ 556, 4005 132.2 WET STORAGE I�T 7 '9, 84' 2 76 4 0' -7, p 657 4900 1641,9 H 5819 198.5 558 ��CHAE CLFANOUT POIN Tq STORAGE REC .. .... 559 6764 233.0 TO 34 CX,/ ACRE) 560 7733 2681.15 --- --- --- SOIL TYPE: CE 65B wet storage: ------ wet storage required (cy) (67*DA) 219.8 design high water (25 year storm) 557.9 555.5 top of dam (ft) dewatering odfice elevation (ft) 460,0 wet storage provided at this elevation (cy) 233A top width of dam (ft) 6.0 available volume before cleanout (cy) (33*DA) 108.2 bottom of basin (ft) 553.0 cleanout elevation (ft) 554.5 approx. bottom dimensions: 29x 190' distance from cleanout to odfice (ft) (> 1) 11,0 upstream face slope: 2:1 downstream face slope: 3:1 ACTOR TRAILER ONTIR dry storage: AND PARKING A�EA No dry stomge required (cy) (67*DA) 219.8, baffles: principle spillway crest 557.0 length of flow, L (ft) NA TP 467.3 NA total storage provided at this elevation (cy) effective width, We (ft) diameter of dewatering orifice (in) 4.0 L We (baffles required if > 2) NA diameter of flex ible tubing (in) (odfice+2") 6.0 X DC collars: No G depth of water at spillway crest (ft) NA runoft 0,0 TS CN (see attached roughing calculations) 86 slope of upstream face (ZA) NA to (min) 12 slope of barrel (Sb) NA 11.7 length of barrel in saturated zone (Ls) NA GRADE AT 2:1 Q 2yr 0- -CWD -SLOPE-UNTILL Q 25yr 23.2 number collars required NA IS REMOVED Z dimension of collars NA principle spillway: 3.0 y spillway: No available head (ft) emergeno diameter riser (in) 30 required capacity (Q25-Qp) (cfs) NA spillway capacity In 25 year storm (ofs) 21.2 bottom width (ft) NA diameter trash rack (in) 48 slope of exist channel (ft/ft) NA barrel length (ft) 60 minimun length of exit channel (ft) NA head on barrel through embankment (ft) 8.0 crest of spillway (ft) NA 24 diameter of barrel (in) 3.14 SB S F Zw SEDIMENT BASIN No Scale F LINE UPHILL SIDE Iv OF SLOPE DRAIN -2 6RARY, WITH VDOT EC MATTING (TYP,) _.SLOPE'DRAIN X L t/i -560 ITH VDOT__1. 000 100 C; CIP 74** P 57 -4 T 2 �'A 7 01" - ----- - - ------------ --- E -E ARE DRAIAG -A "DIV Yl;�)il . . ..... .... SOIL AREA 7 DIVIDE (TYP.) W ---- ----------- -- - - ------------ .... ...... ---- -------- t5\ E: SOIL DRAINAGE AREA TO INLET PROTE CTION OL B 0A RD 0 F 0.21 AC COUN7 �'HO Y TP 6 IP DD L A/ SO I JLTYr 65C A 19 DC DRAINAGE AREA TO SEDIMENT BASIN= TS 3.28 ACERS 3 0" CIMP RISER WITH T INLET RIIM 557.00 481"TRASH RACK. . ...... IP W 5 8 567 DD P 1110N (F') H TP BER.1VAWIRLAINID 0& Ibi`,�101, P(_�', 6560 TAX J'N.12IP PARCEL 4:59YC T,`.),,�,;E: VA C`,/l N _7_ ROBE-f-," 71 GL/ U) 5 L. "Ut', MUM', D8, PG_ 285 Rb 7 Al 1- Q/ 4, 5-9in LINE UPHILL SIDE OF CWD WITH MATTING (TYP.) i 95', b 6,16, "(3- 300 f t j e iA, V P f,��A I I,, 1A Ai, �JR % EROSION CONTROL LEGEND 4 P 5 6: LIMITS OF CLEARING AND GRADING 2'!- 6 'BOTTOM SB M �m W ON M M M DRAINAGE DIVIDE '553.00 SOIL AREA DIVIDE L N, I - ------------- --- 0 L SAF- SAFETY FENCE 3.01 �R, 4000F, C CONSTRUCTION ENTRANCE 3.02 o-1 G I \ I SF Ji-, Ida X X SILT FENCE qFr)tIVIENTt NtROIL 3.05 STRUCTURE EmbVALS ZE� SHALL\BE APPR6VE6'IN -WRITIN6 FIRMWPID, lool�' XX XX SUPER SILT FENCE 3.05 CRI-P " 1, i _�q ,E INSPE&QW� M\ - -------- _111 SSF 1�oe k P TP SSF 0 Z'�' TP TP INLET PROTECTION 3.07 "CM 24- P PIPE 57.0'LONG, j 1�, G) WITH ESil.,o\ )�4 7. 01" LJ_( iNV TP 0 TO P,-, 5 6 8 OP I N A 14� INV OIUT 550.00 ...... Iss 0 1�1,1� S 5 2 CULVERT INLET PROTECTION 3.OB LIMtT F CLE �ING A� so= E 0 DE d A DIVERSION DIKE 3.09 _7 77 pp, V 'AND IRAOING A', ...... VDOT STD. CLASS�Al 4- "n -RIEA TO -RES 6.06 AC 0 f TP CLEAN WATER DIVERSION 3.09 WIDTH 1 4.50' SILT\rENCE IN THHiA it . ..... N, -- ---- PLACE UNTIL,,FINA ilh i R i, il 1 - I- _�, I I , SOIL TYPEZ WIDTH 2 113.�_D' G%DING AND SITE V wv A��A P LENGTH 1210' L 0 Xl 5\6 (vvestl, W SEDIMENT BASIN 3.14 S 6K 4601% NIV 1N1=557!�J'9',`NorV _41� J_.l �BILIZATION . ........ . ------- - ----- DEPTH! 18" 'A A, \!, 4 B 4%1** INV, 0,(/')=_ TEMPORARY SLOPE DRAIN 3.15 V, J-1 /& TIP J LET J /Al DRAINAGE AREA TO... MODIF1ED_IN 34, �5� )J IL-TYPS.- OUTLET PROTECTION 3.18 f Z IF, _-` I , 7 0.71 AC -65, B-- los, 'OILtT E PROTECTIO R_ SOIL TYPE: TEMPORARY SEEDING 3.31 65B �A 4 �c C Ws� 6 LV RT IN LEI r�IA NAG QE-ARE*_ IkAREAT0 PROTECTION TO BE T PROTECTION = ' 1. __ ., i � -, .- A TO E! CU E PERMANENT SEEDING 3.32 TP TALLIED ONCE PIPE IS INS JNIL -EC ET 15ROT -TION D.04 BROKEN AND INLETS ARE 0 AC__ 5� MULCHING 3.35 OVED v \REMOVED IP CIP V A�R� A BILIZATION BLANKET 3.36 SOIL STA -, 7�z, 1p TC-i SSF TP /bRAlNAGE AR T 1_�_ - - I - 1 1 ;-�71-41 k�) N PROTECTIQN1-� 2 AC SCALE 11"=30' TP I NA0E TP- TREE PROTECTION FENCE 3.38 0 15" `P V TP trul T� C9 41 V RG TP I D D rj�%WW � 11 _ - 60' P, E PROTECTil &W=j 30' 10 PN%., PR6TE N TP F 6! ____ __ -, -, __ - __ - __ --- __ __ __ __ -, -, ___ __ _ _ I_ _1_1_ __ __ ---- - __ ;, " __ - 770�D r9p] DUST CONTROL 3.39 6*0 M"Ah-11 _4 �R, A �-'ID TAL. h T �IMA C PA/�? FNC: RS, L L C tG "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER J� �14 I-10, 01_104� f_C_7� ZI-10 Z NOUN ZONEFO: C I CC,,Vh1EF?C1A4. X t N X"i'vF IP TA6 E SOILS INFORMATION: N, -\BER CU,1--?RE-N7'USE-,: OF-FICE BLill-DING -9 1A 7 TAX MAP RARCE:L 45 �q X 6 7_:��- , 7" 7 -N !J C-4 65C - PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES. MORE . . ..... THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 'J. _P PEZ / WV X Lz 1 TP 5 A i PACCILET SANDY LOAM, 2 TO 7 PERCENT SLOPES. MORE 65B (4cp AV y V 7 51, a 1/_�/, THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED y A, 1 1 2 1 3 4 1 5 6 7 8 1 9 10 G _J a 0 ARCHITBOTS I IIINGINIIIIIIIIIIIII I PLANNIIIIIIIIII 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.296,8601 XLTR CRAIGW 1, R, KI Lic. No. 0402048507 �4,0 .3/'.),7/15 ARCHITECT NAME REGISTRATION #F 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 0 �61 :3 AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFB #2014-05011-41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: If$ = 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/2712014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2016 REVISED PER COMMENTS 03/27/2015 A SHEET TITLE: EROSION & SEDIMENT CONTROLPLAN -PHASEI SHW Project: C3ml 3113.008.00 P1. Iu N a a w 4 0 4 M r O N M r O r Q.• 4 0 ■NOINNSRN I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 QPW a � � Q C1RMOW J. KOTARSKT Lie. No. 0402048507 ARCHITECT NAME REGISTRATION # 1 " j � • r .. ELEMENTARY i i a- M ml I Mrs AGNOR HURT • • RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2.16 -00 -101 IFS #201405011 -41 J. WILSON & J. SHOWALTER M 2012 SHW Group FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 .ETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 MEET TITLE: EROSION & SEDIMENT CONTROL PLAN -PHASE II C3.2 3113.008.00 ARCHIT ®CTS I NNGINXBRS I PLANNSRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 PLTki qp Q GRAD 7, KOTARSKI Lie. No. 0402048307 P 434.295.8200 F 434.295.8601 1/13/2014 4 � r 1 it COUNTY PUBLIC • • u t AGNOR HURT ELEMENTARY • .O RENOVATIONS D ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014- 05011 -41 DRAWN: J. WILSON S J. SHOWALTER CHECKED: C. KOTARSKI SCALE: 1" = 30' ® 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: LAYOUT & UTILITY PLAN N O r P M P Q P P P P C4.0 SHW Project: 3113.008.00 4 P r M O 4lmNmAKm- PLAKHRRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 04 �a d hv C c3RwmG , r. KOTARSK1 5: Lie. No. 0402048307 C4,0 3/;1,7/15 � AGNOR HURT E.-LEMENTARY SCHO011 RENOVATIONS . ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22941 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 J. WILSON & J. SHOWALTER 0 2012 SHW Group FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: STRIPING & SIGNAGE PLAN 3113.008.00 P1- z 5 CL UJ 0 Ic z z z I I 1 1 6 7 8 10 4 ---------- ----------- VDOT STD. CLASS Al SW; -A WITH RIPRAP vf�,, BENCH MARK----,,- CP PK NAIL NV 1 589.00 N 3920697.44 1w 'N L 8 81 IMA .7 'WIDTH 2 600 _,J UT ----- - I /LENGTH:� 586/50 -1489108.33 E DEPT H =/1 8" ELEV 599.62 77 N V- ------ 'y 7 % BAYFILTER CHAMBER #2 SEE DETAIL SHEET C6.2 H __RIW5k3_A21 a IN 56242 PT INV OUT 5�, TD' VODT S/ . Dk( �A D'PETAIL'SHEET C6.2)' (SEE PON . . ............... UT 17' RIM 53,1.0� INV/O 615i R P) v, . ..... 'EX3 . .... . JiT EX21 %0 a.) % U�o 1A 4 X A\\ AP 1680; PG� 560 `V"T A � .. .. .... INE, 6 F 0 LO file" S/ h Al f ii/ w, N . r .7 MAT H E 77 S I w I S , \Q H ET 7_7 4-L NI G 77- (3 EX I I i Q, y, V, a J'- T` Ii5:;,,5��l 0 11 E Fy lit PG _31 if AL Z, 771 -_D 4 61 CURB CUT FLUSH WITH GUTTER FLOW LINE it s*7 it 540- 00 r VDO STD. CLASS Al SSED 47 JI INT 'i� _J S RATED--, WIDTH 6.0' tk RFO J; kk LENGTH 9.0' F CORRU S, EX-7 1811 \t PIPE HDPE.F. DEPTH 7 i N RI AP, RECESSED EX6 99 V T STD. CLA13S Al 6a -- ----- EX8 TO GROUND A 7,c�, &CURB CUT 5tzr pv _11 11'V LENGTH 9.0' k FLUSH WITH GUTTER DEPTH 18" FLOW Ll NE . ..... 1 NYLOPLAST BASIN 1 PIG� 'R S ID TOP COVERED ik SEE SHEET C6.4 FOR DITCH CENTERLINE PROFILES VIC,- VA Q, % H W"� ULC INV T 57 579 x 0 CL 6'CURB CUT 579 < FLUSH WITH GUTTER FLOW LINE 575 E k, VDOT STD.CLASS Al 71 At IPRAP,RECESSED 8" HUFt- 0 INTO L 135.08' = 6.0, CHANNEL 57) WI 2,00 2 LENGTH %0' SLOPE 3.1% w DEPTH= 18" VDOT STANDARD EC-2 LINED CHANNEL T - 7 7 (VESCH TREATMENT-1) 70 Tic 10.9 min. Q2 1.38 cfs 56 L 010 1.62 cfs 2-YR VELOCITY 3.20 FPS Z 10-YR DEPTH 0.24' 577 SEE SHEET CIA FOR 114 DITCH CROSS PROPOSED DITCH TO STR. 204 g 06 No Scale SECTION DETAIL if 304 D 4 "Al j571 I go < 12" RD 305 INV. "562.70 IN, \b F 203 �,J Y' All /HDP L 303 CHANNEL i A V)v 2.00' 301 SLOPE 3.1% -2 LINED CHANNEL E 4, 7� MIT' VDOT STANDARD EC f 7 7 77 7,7 (VESCH TREATMENT-1) Ai` 4 t7, r Tc 10.9 min. el nff� Q2 1. 12 cfs G �4:0:3) Q10 = 1.32 cfs Ora %rss� BAY E R1 2-YR VELOCITY 2.99 FPS CHAIABE RIM 564 10-YR DEPTH 0.21' 1 i, 5 4,92' IN Z INV 0 4 PROPOSED DITCH TO STR. 112 V__ No Scale 'A N CLEANOUT C 1A-Jil 8 6" RD it 109 INV. 565.53 V (L (L try 01 < V 6" HDPE k 2.0% MIN. SLOPEtj GOB 108 -------- 3.01 MIN. COVER 1+ g 0 y� 564 r (b T_ (A, CHANNEL 4' MOW 1.00, '648 t F------ e, a SLOPE 1.6% J 7 VDOT STANDARD EC-2 LINED CHANNEL fA (VESCH TREATMENT-1) STD.,,CLA S, S Al VDQT " / - I RIPRAP Q2 0.34 cfs NV,_JD z I)H k� it t J S 7 A '0% P, Q10 0.44 cfs 2YR VELOCITY 1.85 FPS WIDT 13.50',11 0000P 'j -WEN 0000 3 op At -V` 71 G�H 23.0' 10-YR DEPTH 0.15' 106 PEPTH 18" 559 PROPOSED DITCH TO STR. 304 "P BAYFILTER CHAMB;1R#2 SEE DETAIL SHEET C6.2 0, / � ., ,-, , , / / ', , , 1 -1 1 1 / / A No Scale 'IN\) 007 'IN 561,62 T IN X V4 zi� x V, OUT 551196 7 122 SCALE 1"=30' 0. ASO%& 0 30' 60' 8" RD L Z( INV. 554.14" 61 PIIIR� d EX2 '�X3 U, ik; 1 0 A K 59 CHANNEL 1.50, X SLOPE 5.0% 0 ... .... -2 LINED CHANNEL 3 M WONE \ \ \`,, �: ��,_, ___ ___\ ---. z� A VDOT STANDARD EC M --W--W,- rYq/f,�,,cPAR71VF:[?S, /_LC (VESCH TREATMENT ISS ETI 7� _zf-- 3234� PG. 298 Tc 12.1 min. 08- WE A0101 Q2 1.84 cfs C CO CIAL TXIX.A1,111P PARCEL'- 459 1A E�,�2 Q10 2.41 cfs N `E BI DJ' G VELOCITY 4.33 FPS "E, OFF/C 2 7__ 7-7-- V_ r OURf -NITUS! 10-YR DEPTH 0.34' 9�_ P, --v '7 PROPOSE D DITCH TO STR. 306 -Ex No Scale !� ldi��v G", 10 /,/,- �,4� \ - I I I ____T - 5 1 6 7 2 3 4 ARCHITECT$ I IINGIN85R5 I PLANNERS 609 EAST MARKET STR ET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F E ARCHITECT NAME REGISTRATION I# 1/13/2014 0 ke'r-JIM MEZI 04 - 0 11 Ew it AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-05011-41 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: Ill a 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 0 0 REVISED PER VDOT COMMENTS 06/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: GRADING & DRAINAGE PLAN SHW Project: C5nO 3113.008.00 I 2 3 4 9 6 7 8 --��, "-----,---,---,--,-.-"�-�-,----,-,-.---,-"-V�,--,-�,� ,,:�� - 1-1 V�� . - .,,� ,� BENCH ------------1,-�--1-1 - �AV � I I - I -, I -, "I - I -/- - 11 I I I I , , , , - -- J - - v1t--1.,--- -&-OI ARK — — \ // 11 11 -/ 1-11, - I �, �� -" ') ---- - -- ---l-1-1- --7"-,-, K NAIL -- -, I I / - - - - , 1V4L,-, --- ----"----,�l-l"-----,-��,-�----�------- , I- � -11 Z- - - - - - - - � I - �, ,1 �, / I/ , , - �- I --III-- , - I I'll, "I 11 " 1 1�---- / 1/1 ��-�---� �,,�--�:� "�---- I -� /11 / --,-, -,"-, -,-,- - - %, ,,� N 3920697,44, - - - ,- - -- - , -� -, --1----.11-1=1.----T --11----11-.,-------- 11 - -1 , - - -- ---�- V '� - � I - --- / ---1--,'-----1---1 , , - - ;�------------ �----- 4 -- - ,-- --.1- I 1----.---111 - �, -, ,.I-.--.. 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SHOWALTER CHECKED: C.KOTARSKI SCALE: ill im 30' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 - REVISED PER VD COMMENTS 05/27/2014 — LETTER OF REVISION 02/2/2016 REVISED PER COMMENTS 03/27/2015 C I — 8 A SHEET TITLE: GRADING SPOT SHOTS PLAN SHW Project: C5.1 3113.008.00 I — - - � ! i • = I I i I � I . s I I I -, ,�y // / /�, " /, , / ; , , / ��,,-N / I-, i I - / ,-/ / I/ I . / , ` " \ / I / I - / " ��/,/ I I I " 5 // � // / / / , " /// / / / r- !,11 , - - - 1, ! - -- / - / � , " / / I / � �e / / „, ” / // I" 1 i - - , I/ / I '/ , "/ / - , " " "� / / / , / , / , - I I /4*� / , 1, 11 / , I // 1 �,, I" I I I ,--- ,/ / / / / 11 , , -, , , , r`,/ I /� ",//� /, / , ,/,/ -,- - - - i 11 I I -.,- -- -- -- -- --, ,-,.- -- � , .- � , // / , � / ( -- 00 - I I i I , I I , / , // 1`�'11 I/ 11 ,/--11 - - / 1� 0'51 " / / I /I 11 / / / / / / 1'e" , , - " - I -- - \ I I I e�j S ,� Z " 11 I I � . 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A F ;xi 3 _SfdRff S _0 Q,4 E0, 31,_ PG� 298 T dc= Ul :7, 5 AiTm �, 4( -D., C1 COXI&IERCIAL \a C, L__ lo z -'O,,Vl S 01 Tt-�IERS, LLC AREA J AM A_ OiAcr R _C �64C _F; TW Ki'l C P�4 R T'� C X T X �,//A P FM R CEL 4,5' 9 7 A w; --- --- Ise 8 U /1, D/l G OFT7CE -,,c ORREAl F M�l 7 00 0 X-1 1 k �Zl_ G 1� e /0 _xJ: — . , , 1/ 10,00, 2 3 4 6 1 6 7 CUF MA�l - S r Opp �0 \ _ 1 1, _ Cr A0 00 exl I low -1 V ml 00\ 7 7, I I PIA X16 4"0 G 4 D 0,- T .0`/ f ##'EX9 J01171D C, �URB ll EIT !ll ; 5_1 I �"6 7' A'(" RG�P_ 'VNV \4)U7\-:,,53, �7 SiLl 3S 4.60 _5540�_ R� lid's Z-71NE, i t pa 'L:3, P�,c, -7 7 - FRON I 7777, �,5 ACk--' 77* E�57_7 X7 01 _4 i rz EX6 L EX8'L)// 5, _JRs C, 9 10 ARCHITNOTS I BRaINER118 I PLANN8R$ 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F E ARCHITECT NAME REGISTRATION # 1/1312014 ALBEMARLE COUNTY PUBLIC SCHOOLS a A L MR&A ml P I 10 umic Schools, AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-16-00-101 IFS #2014-06011-41 DRAWN: J. 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I , ;I I " I . ) , -, I I 11 -1 __ I r - 1 I 11 - I ... t " I � - '1/1, I " ' A 0 ", � I � � __ - 1 , �� I I i T r! - A ,N& ,JS,, �, - � � . � I �� I M , � �, I / - - I � 1. , - � �, , �� , 1 / I &V - I 'I � , I "I, _ � - 'I, I - " I- POST DEVELOPED DRAINAGE Am E:J _ ALY\ 0 I I , _ " - 1-11 11111- �, " - I ,� �. I I - - / I I - � -.1 ,�, ,_", , , _�, - . - I - Ji I _ 11 __ I \ 7 - 1. 1\ . I, � 1�1 ), - "I �, � - 1-1 11 11 I DOWNSTREAM CHANNEL ANALYSIS ALL STORMWATER FROM THE PONDS DRAIN IN A CLOSED PIPE SYSTEM ACROSS THE RIO HILL SHOPPING CENTER DOWN ACROSS ROUTE 29, EVENTUALLY ENDING UP BEHIND THE WOODBROOK NEIGHBORHOOD. AT THIS POINT THE PROJECT'S CONTRIBUTING DRAINAGE AREA IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA. THE REDUCTION OF THE POST-DEVELOPMENT FLOW RATES TO MEET THE PRE-DEVELOPMENT FLOW RATES WILL NOT OVERBEAR THE EXISTING SYSTEM. FURTHERMORE, THE ADDED VOLUME OF STORMWATER WILL NOT HAVE ADVERSE EFFECTS ON THE MANMADE SYSTEM. 6 7 PRE-DEVELOPED AREA TO UPPER POND DRAINAGE AREA = 13.14 ACRES Cn FACTOR = 90 Tc = 18 min. PRE-DEVELOPED FLOWS OUT OF UPPER POND Q2 = 9.00 ds Q10 = 10.97 ds Q100 = 34.59 ds POST-DEVELOPED AREA TO UPPER POND DRAINAGE AREA = 13.25 ACRES CN FACTOR = 68 Tc = 18 min. POST-DEVELOPED NORTH AREA 1 TO UPPER POND DRAINAGE AREA = 1.79 ACRES CN FACTOR = 71 Tc = 13.1 min. - POND DRAINAGE AREA = 0.11 ACRES CN FACTOR = 91 Tc = 5 min. POST-DEVELOPED FLOWS OUT OF UPPER POND Q2 = 8.10 ds Q10 = 10.61 ds 0100 = 58.61 ds 8 WATER QUALITY ANALYSAI TOTAL PRE POST AREA IMPERVIOUS IMPERVIOUS AREA AREA Ipre Lpre Ipost Lpost RR (Lpost - 0.91-p 5.38 Ac 2.05 Ac 3.06 Ac 38.10 4.82 56.88 6.89 2.55 - AREA TO IMPERVIOUS TREATMENT AREA Itreat Ltreat RATE REMOVED 3.90* 1.52 38.97 3.56 50% 1.78 i2.26** 0.92 40.70 2.15 500/0 1,07 *TREATMENT SYSTEM IS A CARTRIDGE FILTER *1 ** TREATMENT SYSTEM IS A CARTRIDGE FILTER #2 TOTAL POUNDS REQUIRED TO BE REMOVED = 2.55 POUNDS TOTAL POUNDS REMOVED = 2.85 POUNDS ______ - ,- - - LOWER POND DRAINAGE AREA PRE-DEVELOPED SW AREA TO LOWER POND DRAINAGE AREA = 0.81 ACRES Cn FACTOR = 61 Tc = 17.2 min. PRE-DEVLOPED NE ARE TO LOWER POND DRAINAGE AREA = 2.14 ACRES Cn FACTOR = 78 � PRE-DEVELOPED FLOWS OUT OF LOWER POND Q2 = 13.56 ds Q10 = 21.43 ds Q100 = 31.91 ds POST-DEVELOPED SW AREA TO LOWER POND DRAINAGE AREA = 0.81 ACRES Cn FACTOR = 61 Tc = 17.2 min. POST-DEVLOPED NE ARE TO LOWER POND = . Cn FACTOR = 77 Tc = 6.6 min. POST-DEVELOPED FLOWS OUT OF LOWER POND Q2 = 12.25 ds Q10 = 20.44 ds I Q100 = 40.84 ds 9 NORTH DRAINAGE AREA PRE-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 5.69 ACRES CN FACTOR = 68 Tc = 13.1 min. Q2 = 8.96 ds Q10 = 20.34 ds Q100 = 36.28 ds POST-DEVELOPED DRAINAGE AREA DRAINAGE AREA = 3.90 ACRES CN FACTOR = 75 Tc = 13.1 min. Q2 = 8.84 cfs Q10 = 17.52 ds Q100 = 29.01 cfs 10 ARCHITECTS ENGINEER$ I PLANNIIIRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.296.8601 - -9 ARCHITECT NAME REGISTRATION #F 1/13/2014 . ALBEMARLE COUNTY PUBLIC SCHOOLS 11 AGNOR HURT — ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VDOE #2-1 6-00-1 01 IFB #2014-05011-41 19 DRAWN: J. WILSON & J. SHOWALTER CHECKED: C.KOTARSKI SCALE: Ill = 60' 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: � BMP PLAN A SHW Project: C6ml 3113.008.00 w 0 N O r M r a N e- T Structure Number Culvert 41 Description __j2n2th(ftL 15 " RCP 83.38 Invert in 589.00 Invert Out 586.50 Sloe % 3.00 Rim Elevation - Remarks With 2 ES -1 Cartridge Type Ditch to Str 112 48.39 566.00 565.50 3.10 - EC-2 Matting Vault Re aired Ditch to Str 204 80.65 570.00 567.25 3.10 - EC -2 Matting Ditch to Str 304 95.42 570.00 568.50 1.60 - EC -2 Matting Ditch to Str 306 386.53 590.00 573.50 5.00 - EC -2 Matting 100 DI -1 - - - - 560.62 - 101 15" RCP 94.99 554.51 553.56 1.00 - - 102 DI -313 - - - - 559.14 Length 4' 105 15" RCP 106.33 555.57 554.51 1.00 - - 106 DI -38 - - - - 561.69 Lenigh 10' 107 15" RCP 142.42 557.34 555.67 1.17 - - 108 DI -38 - - - - 561.44 Length 6' 109 15" RCP 89.76 558.90 557.50 1.56 - - 110 MH -1 - - - - 563.88 - 111 15" RCP 133.45 561.00 559.00 1.50 - - 112 DI -1 - - - - 565.25 - 113 8" HDPE 84.47 563.14 561.87 1.50 - - 114 12" Circular Basin - - - - 565.90 Pedestrian Grate 115 8" HDPE 22.58 563.58 56124 1.51 - - 116 12" Basin - - - - 566.13 Pedestrian Grate 121 35" RCP 28.69 550.84 549.41 4.98 - Tie to EX5 122 MH -1 - - - - 555.20 - 123 15" RCP 28.86 552.28 551.20 3.74 - - 124 DI -38 - - - - 556.28 Length 6 203 15" RCP 135.59 563.02 559.36 2.70 - - 204 DI -1 - - - - 567.25 - 212 DI -3C - - - - 563.36 Length 8' 213 15" RCP 71.13 557.39 556.32 1.50 - - 214 12" Circular Basin - - - - 563.92 Pedestrian Grate 215 15" RCP 34.62 559.73 559.38 1.01 - - 216 12" Circular Basin - - - - 562,90 Pedestrian Grate 217 8" HDPE 68.38 560.95 560.31 0.94 - - 218 12" Circular Basin - - - - 563.90 Pedestrian Grate 219 8" HDPE 36.94 561.42 561.05 1.00 - - 220 12" Circular Basin - - - - 564.50 Pedestrian Grate 301 15" RCP 149.49 562.77 559.36 2.28 - - 302 DI -36 - - - - 567.47 Length 8' 303 15" RCP 57.32 564.40 562.87 2.67 - - 304 DI -1 - - - - 568.50 - 305 15" RCP 35.53 568.42 564.50 11.03 - - 306 DI -1 - - - - 573.50 - 400 ES -1 - - - - 551.71 - 401 18" RCP 62.55 552.59 550.00 4.14 - - 403 18" RCP 33,44 556,08 554,92 3,47 - - BAYFI LTER #1 - 564.92 552.59 - 564.04 ° BAYFILTER ##2 - 552.62 551.96 - 564,04 - Flow Based Sizing Calculator Computed Treatment Flow cfs 1 8 Cartridge Type EMC Treatment Flow Provided 0.80 Vault Re aired S�t12 i r ARCHITECTS I ■NCINSSRS I PLANNRRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434,295.8200 F 434.295.8601 `PXT' � 6 ) N4, CRMOW x. xOTARSK I Lic. No. 0402048507 L�,o 3 /a7 /I5 M w. :411.1,19 • • AG111OR HURT ELEMENTARY SCHOOL RENOVATIONS A ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 J. WILSON & .i. SHOWALTER ;HECKED: C. N SCALE: NA 0 2012 SHW Group SSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03127/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 -ETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: STORMWATER DETAILS C6.2 3113.008.00 H F Eel C B 1 U. a w 4 3 oc O H A a si a � o� 4 eh az 575 570 565 560 555 550 545 1 1 2 3 1 4 5 6 7 8 1 9 10 c i Co $ 'n Mco z tjJ Q r R r d r a> i �oz 9 +50 10 +00 580 575 570 565 560 555 550 545 m 11 +00 o� ,r, 12 +00 13 +00 14 +00 U CO��ppKi �gOt1 C2 r¢a> tMnt~i?I0? $Q. 4i C!0 tf1`" N r In i?ci 4N � c ' Z Z O p ¢p- < p ' z O< Z oz z h CI°O h ` �r" p �• E- Z !� 4 z prz ¢ NO �z w v> i o BAYFILTER #2 r�IN RIM 563.02 °z p Z O INV IN 552.62 99 �< Q INV OUT 551.96 EX _ r'.' V, �Np tt� + tC? (° z O 0.3 > z Co 00��pMMt��lg M A= :!i¢-O> N�/il Rol- �Mp�°p 6 ch Oi Gi � to + t'ot? tt! to I° z z z Q > > > - z z z z M r + i I { � NN4z z z z z p � .In N p m B BAYFILTER #1 g< 0 > R RIM 564.04 i INV IN 554.92 (403) INV OUT 552.59 (401) i 2".S& OF 1.0 MI V. i o t;f 8 HOPE .5 , «. _. WATERLINE 130, 371 1. 15" RCPF 'MIN. 84. r 7 OF $7.32, ..•..� 8" DPE 1.33% i 109 92.05' OF 1 5 C 1 ' rgrr R C F @ 1.01% 15„ 105 TIE BAYFILTER @ 2.67 _ _ _. _ _ _ . _w 1 P % 106.33' OF 101 #2 TO PIPE EX3 15' CLASS IV RCP; 94.99' OF 99 I NV, 551.96 { @ 1.00% 151r RCP 44.18' OIF Qa 2.2 I A C� 1.25% 1,511 RC STR116 - BAYFILTER #2; { O to � r' in 9 +50 10 +00 580 575 570 565 560 555 550 545 m 11 +00 o� ,r, 12 +00 13 +00 14 +00 U CO��ppKi �gOt1 C2 r¢a> tMnt~i?I0? tt) ® C} H nraZ® �p OF40> Milif M t)M O > `n -z? �oQ O tC9 in �+ tQ = �ru7z p ~O> > V3F-z z CO�I.,O~O�Np CO M O� cov<0 Mtlirz r'.' V, �Np tt� + tC? (° z O 0.3 > z Co 00��pMMt��lg M A= :!i¢-O> N�/il Rol- �Mp�°p 6 ch Oi Gi � to + t'ot? tt! to I° z z z Q > > > - z z z z M r + i I { � NN4z z z z z p � .In N p m B BAYFILTER #1 g< 0 > R RIM 564.04 INV IN 554.92 (403) INV OUT 552.59 (401) i o t;f $7.32, ..•..� rgrr R C F @ 2.67 _ _ _. _ _ _ . _w 3 .4 ' OF 1Sr, R j Qa 2.2 { I STR 0G - STR 212 i °poro hLn to Nr �I �o Ln �o to s 9 +50 10 +00 1 11 +00 12 +00 13 +00 580 575 570 r y • 560 555 550 545 14 +00 14 +50 15 +00 16 +00 17 +00 575 3) 575 570 570 565 565 560 560 555 555 550 550 545 545 540 18 +00 i C � `+ a� 00 eI i r W r #o z %> NQz 1 ' 203 ' AL V O y F i5 RCP I 2 70/ I O � i '3 3 •4 4 rsti lop � A 4* 3 s0 r left 04, % { I { OTR 204 - STR 400 co 1 try t j t) 9 +50 10 +00 11 +00 12 +00 2 3 4 5 6 { 7 575 t 565 560 560 555 555 550 550 545 545 540 540 N r 00 to �.rtoz O .—. Paz z •� M .-. W s.. t r r CO N to r tD co Q CV m Q Co 00 � o c� u`1i r _ z �c~n0z z 560 EX. GRADE PROP. GRADE a 28.86' OF 1s*59, 0,4�- 15 RCP @ @ �Cp 3.74% 49 0 STR 124 - STR EX5 i d N e. °0 to 13 +00 13 +50 9 +50 10 +00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5. 8 I 9 555 i 545 540 11 +00 0 50 PROFILE SCALE 10 ARCMITiCTS 1 ENGINtiRS I PLANNRRS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 s �ffiemule (Z-o0u... IIJ ubhc "cho ols AGNOR HURL" ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05127/2014 LETTER OF REVISION 02/2/2015 nty REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: STORMWATER PROFILES A SHW Project: C6.3 3113.008.00 H . .M..• N .Ni C Co �p N M r + + .QN. © NN4z z z z z p .In N p m B BAYFILTER #1 g< 0 > R RIM 564.04 INV IN 554.92 (403) INV OUT 552.59 (401) 00 eI i r W r #o z %> NQz 1 ' 203 ' AL V O y F i5 RCP I 2 70/ I O � i '3 3 •4 4 rsti lop � A 4* 3 s0 r left 04, % { I { OTR 204 - STR 400 co 1 try t j t) 9 +50 10 +00 11 +00 12 +00 2 3 4 5 6 { 7 575 t 565 560 560 555 555 550 550 545 545 540 540 N r 00 to �.rtoz O .—. Paz z •� M .-. W s.. t r r CO N to r tD co Q CV m Q Co 00 � o c� u`1i r _ z �c~n0z z 560 EX. GRADE PROP. GRADE a 28.86' OF 1s*59, 0,4�- 15 RCP @ @ �Cp 3.74% 49 0 STR 124 - STR EX5 i d N e. °0 to 13 +00 13 +50 9 +50 10 +00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5. 8 I 9 555 i 545 540 11 +00 0 50 PROFILE SCALE 10 ARCMITiCTS 1 ENGINtiRS I PLANNRRS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 s �ffiemule (Z-o0u... IIJ ubhc "cho ols AGNOR HURL" ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05127/2014 LETTER OF REVISION 02/2/2015 nty REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: STORMWATER PROFILES A SHW Project: C6.3 3113.008.00 9 +50 10 +00 11 +00 12 +00 2 3 4 5 6 { 7 575 t 565 560 560 555 555 550 550 545 545 540 540 N r 00 to �.rtoz O .—. Paz z •� M .-. W s.. t r r CO N to r tD co Q CV m Q Co 00 � o c� u`1i r _ z �c~n0z z 560 EX. GRADE PROP. GRADE a 28.86' OF 1s*59, 0,4�- 15 RCP @ @ �Cp 3.74% 49 0 STR 124 - STR EX5 i d N e. °0 to 13 +00 13 +50 9 +50 10 +00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5. 8 I 9 555 i 545 540 11 +00 0 50 PROFILE SCALE 10 ARCMITiCTS 1 ENGINtiRS I PLANNRRS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 s �ffiemule (Z-o0u... IIJ ubhc "cho ols AGNOR HURL" ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05127/2014 LETTER OF REVISION 02/2/2015 nty REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: STORMWATER PROFILES A SHW Project: C6.3 3113.008.00 EX. GRADE PROP. GRADE a 28.86' OF 1s*59, 0,4�- 15 RCP @ @ �Cp 3.74% 49 0 STR 124 - STR EX5 i d N e. °0 to 13 +00 13 +50 9 +50 10 +00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5. 8 I 9 555 i 545 540 11 +00 0 50 PROFILE SCALE 10 ARCMITiCTS 1 ENGINtiRS I PLANNRRS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 s �ffiemule (Z-o0u... IIJ ubhc "cho ols AGNOR HURL" ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05127/2014 LETTER OF REVISION 02/2/2015 nty REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: STORMWATER PROFILES A SHW Project: C6.3 3113.008.00 13 +00 13 +50 9 +50 10 +00 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5. 8 I 9 555 i 545 540 11 +00 0 50 PROFILE SCALE 10 ARCMITiCTS 1 ENGINtiRS I PLANNRRS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 s �ffiemule (Z-o0u... IIJ ubhc "cho ols AGNOR HURL" ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05127/2014 LETTER OF REVISION 02/2/2015 nty REVISED PER COMMENTS 03/27/2015 C B SHEET TITLE: STORMWATER PROFILES A SHW Project: C6.3 3113.008.00 r. G IJ I4 0 BI Al a� O C r � P � o� a V' G 0 1 2 3 4 5 6 7 8 9 10 k1 595 585 580 575 570 565 9 +50 10 +00 575 570 565 560 555 11 +00 12 +00 p i EX. GRADE EX. GRADE { r i IN, INV 563.73 GRADE END I " INV GRADEt , i ,..5 x:25 . aTi�fi`4 _ N START INV CLEANOUT EX. GRADE 570.00 V DITCH O STR 204 565.50 TYP. LOPE 3.1 % DITCH STR 204 p ca H DITCH TO STR112 STR 112 TO VERIFY TYP, SLOPE 3.1 4»N * Mu-c i e ro : 2.80 { OF 4" Ductile Iron 1,26% @ 1.20% 4" Ductile Iron AND j (d� 1.20% DITCH'TO ST 112 START INV 611 -FIRELJNE� ROP. i O 590.00 GRADE INSULATED SANITARY, LINE NE ADDITION TYP. SLOPE 5.0 /o a END INV 1 573.5 i DITCH TO STR306 i H 9 +50 10 +00 575 570 565 560 555 11 +00 12 +00 p i EX. GRADE EX. GRADE }- PROP. IN, INV 563.73 GRADE END I " INV GRADEt , i ,..5 x:25 . aTi�fi`4 _ N START INV CLEANOUT INV 567.00 570.00 V DITCH O STR 204 565.50 TYP. LOPE 3.1 % DITCH STR 204 p ca H DITCH TO STR112 STR 112 TO VERIFY TYP, SLOPE 3.1 4»N * Mu-c i e ro 2.80 { OF 4" Ductile Iron 1,26% @ 1.20% 4" Ductile Iron AND j (d� 1.20% DITCH'TO ST 112 611 -FIRELJNE� WATERLINE i O 4" DIP CLASS 52 INSULATED SANITARY, LINE NE 9 +50 10 +00 11 +00 13 +00 575 575 570 570 565 565 560 560 555 555 12 +00 3 590 585 580 575 570 565 14 +00 14 +50 j i EX. GRADE 6 STA 10 +02.80 }- PROP INV 563.73 I GRADE E GRADEt , 10 +12.30 I STARTINV CLEANOUT TIS 2 570.00 END INV TYJ. SLOPE 1.6% 4 568.5 TO BUILDING 1.0' MIN. DITCH TO STR30 p ca H co a; 3 9-50'0# 13.31' OF 9 +50 10 +00 4 575 570 565 560 555 11 +00 11 +50 5 6 575 575 EX.GRADE 570 570 ,d PROP. GRADE TAP, PING SLEEVP AND VALVE .,. ! 90 BE s , 90 B N 565 565 113 6X4 TEE :f2.50 BEND 6" MIN. 45° BEAD 1.0' MIN. �- CONNECTIO 560 _ T1E�'f E�4: -.b_ _ __. _ . _. � _ __ w _ ....--..4'_' SAULTARx . __ _-'&t StJl.1 __ 560 .w WATERLINE 450 END 1.0' MIN. LINE CONTRACTO TO APPROXIMATE 611 GATE VERIFY I- TION AND VALVE ELEVATIONI 22.5° BEND ELEVATION 45° BEND 555�N.. 555 I : 550 uw_._.a._. _ _..w..w _. _M ..._�, .__.__.r .. u. _ .,.. __�._.M.M r _, ._ 6" CLASS 52 DIP WATERLINE NO 3 EPARATION BETWEEN THE O VERTICAL i V ATERLINES WHILE THEY AR RUNNING It A STACKED OONFIGURATIO 545 545 e.0 O ph M p01 p�� pp �t d' to rn 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 15 +50 7 8 CONNECTION TO BUILDING INV 563.83 565 560 555 550 CLEANOUT 6 STA 10 +02.80 TOP 565.55 INV 563.73 CLEANOUT GRADEt , 10 +12.30 I P 566.00 563.45 CLEANOUT TIS 2 STA 10 +80.51 TOP 567.00 INV 562.64 NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.6'. 9 570 t 565 J 560 1 555 550 ) 0- j-- ---- -� ._ 0 5 PROFILE SCALE 10 "SHWGROUP ARCHITRCT3 1 ENGINNOR* I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 2 ARCHITECT NAME REGISTRATION # 1/1312014 bemarle � ...., :onty Public Schools AGNOR HURT _ ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014- 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/2012014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: DITCH & UTILITY PROFILES C6.4 SHW Project: 3113.008.00 EX GRADE PROP, GRADEt , I TELEPHONE 4" GAS.... TO BUILDING 1.0' MIN. APPROX INV 562.50 CONTRACTOR 3 9-50'0# 13.31' OF TO VERIFY 4»N * Mu-c i e ro 2.80 { OF 4" Ductile Iron 1,26% @ 1.20% 4" Ductile Iron C 3.57% j (d� 1.20% 4" 611 -FIRELJNE� WATERLINE i 4" DIP CLASS 52 INSULATED SANITARY, LINE NE ADDITION NOTE: 1. INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE HEIGHT EXCEEDS FOUR FEET. 2. POWER GAS AND TELECOMMUNICATIONS UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.6'. 9 570 t 565 J 560 1 555 550 ) 0- j-- ---- -� ._ 0 5 PROFILE SCALE 10 "SHWGROUP ARCHITRCT3 1 ENGINNOR* I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 2 ARCHITECT NAME REGISTRATION # 1/1312014 bemarle � ...., :onty Public Schools AGNOR HURT _ ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014- 05011 -41 D DRAWN: J. WILSON & J. SHOWALTER CHECKED: C. KOTARSKI SCALE: NA 0 2012 SHW Group ISSUE: FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/2012014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: DITCH & UTILITY PROFILES C6.4 SHW Project: 3113.008.00 P, 10 J W 0 N O r M r N r r r r nLANNBRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 Jr a� 0 1 U CRAZGW. 7. KOT'ARSKI ' Lio. No. 0402048507 6 � l r r {r //►► • A r M 1 R COUNTY PUBLIC SCHOOLS i ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 J. WILSON & J. SHOWALTER 0 2012 SHW Group FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: SIGHT DISTANCE PROFILES Afill 3113.008.00 3.5 EXISTING GRADE 3. { i I 3.51 PROPOSED GRADE PROPOSED GRADE "--. PRO DOSED 1ENTRA qCE TO WOODBURN RD SIG FT DISTANCE L FT t01 U)0 �r tc7 tf) h- 'GUN lD tog MOO �ti tt� 00 tt1 C' t7 t:NTRA CE TOMOODIBURN RD SIGHT DISTANCE RIGHT LG�j 'th� aG� � � to nLANNBRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 Jr a� 0 1 U CRAZGW. 7. KOT'ARSKI ' Lio. No. 0402048507 6 � l r r {r //►► • A r M 1 R COUNTY PUBLIC SCHOOLS i ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 J. WILSON & J. SHOWALTER 0 2012 SHW Group FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: SIGHT DISTANCE PROFILES Afill 3113.008.00 3.5 PROPOSED GRADE "--. EXISTING GRADE 3. ' PROPOSED t:NTRA CE TOMOODIBURN RD SIGHT DISTANCE RIGHT LG�j 'th� aG� � � to try tr? t1') nLANNBRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 Jr a� 0 1 U CRAZGW. 7. KOT'ARSKI ' Lio. No. 0402048507 6 � l r r {r //►► • A r M 1 R COUNTY PUBLIC SCHOOLS i ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014 - 05011 -41 J. WILSON & J. SHOWALTER 0 2012 SHW Group FINAL SITE PLAN 05/27/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: SIGHT DISTANCE PROFILES Afill 3113.008.00 N O r r M r O r 1 r r 1 2 3 4 5 6 7 8 9 10 H ALBEMARLE COUNTY REQUIREMENTS AREA AREA SIZE REQUIREMENT REQUIRED PLANTING EXISTING PLANTINGS PROVIDED INTERIOR PARKING 38,460 SF 5% OF PAVED PARKING AREA 38,460 SF * 5% = 1,923 SF N/A 5,300 SF INTERIOR PARKING 118 SPACES 1 LARGE TREE PER 10 SPACES 118 / 10= 11.8 TREES NIA 17 TREES BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 1.5 -1.75" CAL. B &B TREE CANOPY: TOTAL SITE %535 AC TOTAL PARCEL AREA 1 10% OF SITE 19.535 AC * 10% = 1.954 AC 4.04 AC TO REMAIN SEE EXHIBIT ON L2.0 4.04 AC TO REMAIN TREE PROTECTION - TYP. ,► G PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS PER TREE TOTAL CANOPY ACE RUB 8 ACER RUBRUM 'OCTOBER GLORY' RED MAPLE 1.5 -1.75" CAL. B &B SINGLE STEM 397 SF 3,176 SF BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 1.5 -1.75" CAL. B &B 3 -5 STEM ONLY 397 SF 1,985 SF QUE PHE 7 QUERCUS PHELLOS j WILLOW OAK j 1.5 -1.75" CAL. B &B SINGLE STEM 370 SF 2,590 SF SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING ILE COM 7 ILEX CRENATA 'COMPACTA' DWARF JAPANESE HOLLY 24" HT /SPRD CONTAINER 3' OC GROUND COVERS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING HYP CAL 151 HYPERICUM CALYCINUM 'BRIGGADOON' CREEPING ST. JOHN'S WORT 1 GAL CONTAINER 18" OC LIR CRE 836 LIRIOPE SPICATA CREEPING LILY TURF 1 GAL CONTAINER 12" OC TOTAL 7,751 SF • ARCNITRCTi I ■NOIN■ ■R• I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295,8601 O NE.AL P. BEM G Lin. No.. 1628 +61, ,>> < on tact w ARCHITECT NAME REGISTRATION # 3/27/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS C B A i' I i• AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VOOE #2 -16 -00 -101 IFS #2014 - 05011 -41 DRAWN: J. SHOWALTER & N. BEASLEY CHECKED: N. BEASLEY SCALE: 0 2012 SHW Group ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04130/2014 REVISED PER COMMENTS 03/25/2015 SHEET TITLE: PLANTING PLAN SHW Project: L1.0 3113.008.00 H G ! C B A N t O � M � O C r s � D 1 1 2 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 SEWERM/ATER 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 260.1 "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. 3 4 County of Albemarle Conservation Plan Checklist - To be placed on landscape Plans (handbook, pp 111- 284 - 111.297 for complete specifications) L The rollolvin + iteurs shall ll In 1-'shown on la 'Itta: Trees to be saved; Limits of clearing (outside dripline of trees to be saved), Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. arkln =sE All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. - Lmt ruction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E ti irl afar Onerr ►tilt anti Star t„u: Heavy equipment,. vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines oftrees to be saved. 5. 11 Erosion and Stormwater Detentl2g D vi es. Such devices shall not adversely affect trees to be saved. 6. Ires. Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. o�Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Ircnchwy: 9 Trees to be retained within 40 feet of a prc�oscd building or grading activity shall be protected by fencing, F encing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. r!LWVVhen the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. T e W Is- When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. 'I'mrichlue and '. "anl ciilll;; When trenching as required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Protective fencing shall be the last items removed during the final cleanup. 13. Damaved Trees. Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SI€ NAB URR- (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 5 MIN. 36" AMENDEC CLEAN/ TOPSOIL 't""� 2'+ PARKING LOT ISLAND (TYP) 6 r • ` • NOT TO SCALE 1 K3 4 i 7 JLCH LAYER 1 SLOPE MAX IRB (TYP) RKING LOT (TYP) C3 1 15'+ PARKING L(DT ISLAND (TYP) INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 -2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP A OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE I SLOW - RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT MI: 913;X-11113 NOT TO NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 TOP /3 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 9 GENERAL NOTES: • CONTRACTOR TO REMOVE ALL SPOILS, GRAVEL AND DEBRIS LEFTOVER FROM CURB POUR PRIOR TO INSTALLATION OF AMENDED PLANTING SOILS. ENSURE THAT INTEGRITY OF AGGREGATE BASE FOR CURB IS RETAINED • COORDINATE ELEVATIONS OF ANY LIGHT POLE BASES & GRADING ADD AMENDED/ CLEAN TOPSOIL TO ACHIEVE FINISHED GRADE OF 12 " -18" ABOVE BACK OF CURB ELEVATION MULCH LAYER 4:1 SLOPE MAX CURB (TYP) PARKING LOT (TYP) 10 �--- REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING �-- 2 -3" MULCH LAYER, KEEP AWAY FROM TRUNK �--- V COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER s 6 "SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE W CROOT BALL 19 GAUGE GALVANIZED WIRE �--- 3 -2 "x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE WITH RUBBER HOSE. 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 5 ! 6 I 7 I 8 I 9 I 10 ARCHITECTS 1 ■NQINRYRS I PLANN®Rag 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 (�,NEAJ(P.BFA►S G ie. No.,1628 F [ ARCHITECT NAME REGISTRATION # 3/27/2014 i i � •• AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFS #2014 - 05011 -41 D DRAWN: J. SHOWALTER & N. BEASLEY CHECKED: N.BEASLEY SCALE: 0 2012 SHW Group ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER COMMENTS 03/25/2015 C S A SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHW Project: L2.0 3113.008.00 HI GI F E I� C D A 1 2 3 4 5 6 7 1 8 9 v Ica eca D- Series Size 2 Numbs LED Area Luminaire f Notes A TYPQ f1NlNOLY introduction The modern styling of the D- Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications s 530 530 mA 30K 3000K environment. EPA: 2,o Shipped included Shipped Installed W The D- Series distills the benefits of the latest in (0, 19 rN1) 700 700 mA 40K 40001K7 LED technology into a high performance, high Length: ° -.. -_- o SPA Square pole PER NEMA twist -lock efficacy, long -life luminaire. The outstanding n,,b 1 photometric performance results in sites with Width: (s8 15) L T2M Type II Medium excellent uniformity, greater pole spacing and 7 -1/2" _ shield i1 lower power density. The Size 2 is ideal for Height: (190 ,n,1 H replacing 400 -1000W metal halide in area lighting weight 39 lbs applications with energy savings of up to 80% tmex): 0 7.7k91 and expected service life of over 100,00 hours. -a�= - - EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD �yy ,e DM LED b.9 DSX2 LED Forward 530 530 mA 30K 3000K T15 Type I Short MVOLT 3 Shipped included Shipped Installed Shipped Installed DDBXD Dark optics 700 700 mA 40K 40001K7 T2S Type II Short 120' SPA Square pole PER NEMA twist -lock IHS House -side bronze 80C 80 LEDs 1000 1000 mA 50K 5000K T2M Type II Medium 208' mounting receptacle only (no controls) shield i1 D8LXD Black (four engine) (1 A)' required, Not available with 10WmA 347V or 1000mA 43 v, Additional her T35 Type ill Short 3 2403 RPA Round pole mounting DMG 0 -10V dimming driver WTB Utility terminal block '° DNAXD Natural aluminum 100C 100 b.9 9 Provides 50/ 50luminalreoperstion via two independent drivers on two separate circuits, N/A with PER, DCR, PIRH or WTB. N/A 1000mA 347V or 1000mA 48OV, T3M Type 111 277 WBA Wall (no controls)' SF Single fuse DWHXD White LEDs (four b.t t.t b.t 12 Dimming driver standard, MVOLT only, Not available with DCR, TLS or Wr8. Medium 34/' bracket DCR Dimmable and control w lable via ROAM (no (120,277, 15 DDBTXD Textured engines) 2.7/8" AST25.190 AST26.280 N/A AST25420 NIA N/A 15 Single fuse ($F) requires 120, 277 or 347 voltage option. Double fuse (DF) requires T4M Type IV 480 b SPUMBA Square pole controls) 347V) dark bronze Rotated DSX2 LED 100C 17 Requires luminalre to be 9peclflled with PER option, Ordered and shipped as a separate line Kern from Acuity Brands Controls. For 1000mA 347v or 480v PER, must Medium 1j,9 universal DS Dual switching g,,° IDF Double fuse DOWD Textured optics p • Conyers, Georgia 30012 • Phone: 800,279.8041 • Fax: 77 0,918.1209 TFTM Forward Throw Medium Brands Lighting, Inc, Ail rights reserved. mounting adaptors PIRH Mationsensor, lS 30' 1208,240, 48OV) ti black 80C 80 LEDs b.z b.z CLASSROOMS OC- 700 -50K —T mounting height b,i 5,z .2 DNATXD Textured (four (f b.i ,DRIVERS, 5000K LED, T5VS Type FTM_MVOLT_ RPLIMBA Round pole BL30 Ell-level switched TLS Tool-less entr tri erlatcP natural engines) TYPE TFTM OPTICS, Short HS.ies universal dimming, 30 %JDt7 99 aluminum wb WITH HOUSE SIDE TSS Type yp mounting adaptors BLSO BI level switched° IL90 Left rotated optics t DWHGXD Textured 1.4 .e .5 T5M TypeV Medium 0,2 0,2 dimming, 50% • 290 Right rotated white DSX2 LED 100C DSX2 LED W /2LARGE & T5W Type VWide b.3 b.a optics' E 1 3 EXISTING RELOCATED ALL NEW (F) 1.4.1 J r F" L �J o.. 0 01 a PROPEL �1N� a o_ 4 j ¢b a3 z a� w >� 0- 8' x 10' FRAME SHED --- — �,/DODBURN Roo DR/ SOCCER FIELD Ewa Lj 0 4 x 4 TIMBER 00 �d r so ACNOR - HURT ELEMENTARY SCHOOL 1 STORY BUILDING TATE RTE, 659 MOBILE CLASSROOM 123,5' x 44't) TAX MAP PARCEL 45 -95A COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY DB, 1128, PG, 650 ZONED R6 RESIDENTIAL (19.535 AC,) ADDRESSI 3201 BERKMAR DRIVE 8' BRICK WF W/ 8' CHAIN FENCE 15,0 b10 1010 0.0 b,o '10 tic bA tl,o 15.0 b,0 b10 10.0 0,0 to b.o 10.0 b,0 t0 b.o b,t b,n b,o t,o b.o t0 to b,o b.o b.o b.0 0n W 0.1 10.1 W b,t b.0 to b.0 b,0 b.0 0,0 b.0 tt t,t 10.1 tt t'r to ,t b,0 t t,2 b•2 b,2 b,2 W j�b(',�0 (b.0 11.0 b.1 b.2 b, 0.5 b.3 b.2 t,2 I Rl ,N D O) W W 4 b,3 43.3 b b.1 tt b,t b,o W oa b.t .5 b7 b•7 ro,6 b,4 t3 W b.f t0 112 b,2 b,2 13,13 9 t7 b, t4 2 , MO* (rt.o @ 2.4' 1),3 b,3 3 .t 1,4 1.3 2 0 b, 131 5 .2 b11 b,1 b,0 EXISTING LIGHTS TO REMAIN -TYP, OF 5 D. 1,5 1,8 1,7 ,5 1,3 b, ,5 12 W tl,t b.0 `--� ETR b,8 b•7 1.3 1.9 2,3 2,1 .0 1,7 ,5 b.2 t7,i b,0 b.0 ETR L ETR tl.9 9 1.6 2.6 32 2.8 ,4 1,7 ,g b,2 b,i b,0 0.0 to .9 1,4 3,3 39 1312 2.3 1,6 9 4j 0,2 tt,i b,o b,o b.5 109 1,6 4© 4,1 32 212 1.8 10 ,5 b12 bn W b,o J, 25' \ 118 .9 1,4 3,5 4,0 '3.2 2,2 ),0 ,0 ,5 b,2 W 13.0 t0 CEMETERY b.9 9 1,8 2,7 '3,3 2,9 2,4 1,7 a 5 tz tt 111 b,G --v— .-.- •,._,....- . -rr77.•11— to b. 1,4 2,0 2,4 t 2,f 1,7 ,0 .s 1)12 1011 111 b,o ETR b• 1,8 1,9 1, 1,6 1,4 ,0 b6 0,3 b.1 W 11,0 ETR 0.3 0.3 4 1.2 14 1, 1.a is b,A 10.3 b,t 0,t 0.1 b.2 t2 b, ,6b, 1,2 1 17.9 0,7 b, b,3 b.2 b.1 0.1 b,1 10,1 b,2 t7 0,9 b,8 b,7 ,5 b, 0,3 b,2 011 b.1 0.1 W 02 b,6 b,8 . b,7 b.8 b,5 b 3 112 0.2 W W b.1 W 113 t7 0,8 b,7 u,e b,4 .3 t2 W b,1 b,1 b.2 0,2 ,4 t.5 9 b,8 b, b,5 ,3 0.2 W b,t b,t b.o t.0 b.0 10,0 0,0 210 b,P b.0 b,a 410 0,0 0. b.o t7,0 to 0,0 0.0 t0 DA b.0 0,0 to t.0 b,0 b,0 0A 0,0 b,0 10,0 t.0 b.0 t,0 0,0 W b,1 W t2 b2 b2 b,2 15.2 b.7 1,2 12 1 0 b, b, .4 02 b.t 14' b,t ,0 b.0 0A b,0 b.0 17.0 t0 b,0 b,0 W W 0,0 b,p t0 b,0 too b•0 t0 t0 0,0 0,0 t0 t0 0,0 t,0 t0 to b.0 b,0 W W tt 0,2 0,2 b3 b.3 10,4 ,4 ,t 1.8 1.8 ,4 1,2 1, t6 .4 0.2 b,i b.1 tl.0 bA b.0 b,0 b, 13,0 t,o 1310 to too b,0 W tt ,2 tot T�MBEY2 11.0 b,0 b,0 b.0 b0 b,o to b.0 b,0 t,o b,0 b.0 b,0 t0 0,0 t0 W W b,t 0,2 t3 .5 W ,9 115 V. 1.9 ,8 1,6 1, 0,7 103 0.2 b,i W 0,0 b,0 b0 y�0 b,0 t0 b.0 b,0 b,0 t, b. b,a b.t 110 b,0 b10 110 to t9 b,0 t0 b.0 b,o 0,0 b.0 110 111 tt b.1 b,2 b4 b,8 ro.7 c� 6" X t 1.4 2.2 t2,7 2.9 2 1,9 1 b, b,3 W b.t 101 t1 TIM8t42 b,a tb,0.5p b,o b,o b.0 b10 b.t .9 1 .6 b. 3.1 0, b.0 b,9 b,0 t.0 b9 b,0 b,o b, 1�. 4,0 b,0 b,1 to b.t '0.2 ,5 tog .9 ((��^^ •^" ,0 1.2 2,9 3.5 13,2 2.9 1,8 1 t b., t . b,t b,t b,p tl,0 7'dap a U.t� y4,o b. t0 b,o b,o W 6 %,s PLAY b �t�a ,1 0,t b.t 0,f b,t b.t 0,t 0,o b.o 4u A.o b,1 b.t 4.1 0,t b.2 b, 0.s i.o � •�7 pt 1 ' Eni t1 P ENT ..�. ,.,�� ..1�,,�tt(� 0 1,4 '3,6 4,3 J.3 2.J 1.7 ,9 5 t'1$ 111 b,i b,G b.0 b,o b.a b,o to RAVEL Ft1oAYb, A 2. 3.9 2,6 b, b,2 b, b.t b, b.3 b2 t1 b.� 0n 0.t b,1 bn ba b,3 b,e 9 vOJ, 25' F-., (BASKETBALL � � 5}� i 9 1.5 3,7 4.2 '3,2 2,3 1,7 a b6 1W b,i b,t oc b,o b,G ,o o.o b,G tl.o b.a 8.6UR)TpS)b.t t3 tl, 1,4 1, .a b,z a .o "1.E9 15 'a tl,s t1� b,t t,t b.t ro,1 b,a .5 0.9 .4 �r•1W•1 ,0 1,9 3A 3.7 3,2 ,0 b.7 b,i b,p b,G e VJ b,o 4.0 b,t tl,t a 04 b, ba 2. 2,9 s 0,a b,z b,1 b, 0n 0n b.t ba 0,3 0,6 P.a 9 b. 1,8 2.a 2,9 2. 2,3 1.7 ,© ,5 am to 10.7 b,o b,0 0.0 0,o b,a b,0 0,a b.o 0:0 0.1 t1 b1 t.1 0,3 b, � ,g a 2.1 2,9 2,6 b, ,5 b.3 0,2 b.a f 0.t 0,1 0.t 0.2 0,3 5 0.e 0. b.6 0 1.8 211 2, 1.9 1,6 0 5 0,2 tl,i W b,0 0,o 0,0 to 0 b•0 to W ti b,2 0,2 b2 ,3 b.4 t4 b.4 .5 b. 1,8 i,7 ,a b,6 b,a 0,4 0.3 � > ��1 .2 0.2 0,1 b.2 b.3 0.4 t),6 \� b,4 b.e '1.S 1J 1 1.5 1.3 b.9 b.3 b,1 b,t b,t b,0 b.0 1,0 b.o 0.t b.i b2 .5 1 b.3 too .9 b,6 to t7 0.8 b 10.7 b,b 116 10.6 0,8 b,5 0,2 b2 0.2 1D,2 0.3 b.3 b,3 r—t .16 �. ,...° ��"�,,.,• b,3 4 1.1 1,3 1.2 10 b,7 t3 t11 b.t 0.t t,0 b,0 0,0 W of b, 3 1.2 3, —I `3:8 1,4 b,6 a .4 1.6 1,8 1,t 0,9 tog ,}, -�U,6 b,e 0, '' b,2 b2 t7,2 b,2 b.3 b,2 10.2 - ,.��y�.�. -•- 10,2 b, b,a i,i 0.9 b, b.6 ,�. 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Consult factory for 3000K (30K) and 50001( (50K) load times, 0,563" Dlllt9AS Single unft 011128AS 2 at Or * 3 MVOLT driver operates on any line voltage from 120.277V (50/60 H4. Specify 120, Lamp DlA28AS 2 8t 180° DM89A3 S 8t 90° * 208,240 or 277 options only when ordering with fusing (SR DF options). 1,325" 9At49A3 4 at 90° " 111Yt92AS 3 at 420• f° 4 NIA DMG, BUD, B1.5% WTB or TLS, Also, N/A 1000mA with OS or DCR. 5 Available as a separate combination accessory: PUMBA (finish) U, 12 PLC 2.650" (2 PLCS) fJn►mple: SSA 20 4C 01N19A3 DDBXD 6 Photocell ordered and shipped '. as a arporate line item from Acuity Brands Controls, see secesstios, Not available with DS option, ONE 100 —WATT CLEAR Gall 7 Not available with 347 or 48OV, 6.7 fc Visit lithonla Lightinga + '`d " <,'„ to see our wide selection of 8 Specifies a ROAMS enabled luminaire with 0.10V dimmingg capability; PER option 4 poles, accessories and educational tools, required, Not available with 10WmA 347V or 1000mA 43 v, Additional her wOn'11°::is 8r Shields Controls Round be 3,25" O.D, and sarvleea required for ROAMS deployment; must #3e purchased separatelyy. Call 1.80x442.6745 Not PIRH, DS, 81.30, DLL127F1,5JU Photocell •55Ltwlsblak(120.277V)" pole top must minimum. -For round pole mounting (RPAloniy. or email: sales6roamservices,net, available with BLSO,orTLS, OLL347Ft,5CUL1u Photocell- SSltwist- lodc(347VI11 1/ b.9 9 Provides 50/ 50luminalreoperstion via two independent drivers on two separate circuits, N/A with PER, DCR, PIRH or WTB. N/A 1000mA 347V or 1000mA 48OV, DLL480F 15 COL 1O Photocell -SSL twist -lock WWI " u u shorting cap i1 Tenon Mounting Slipfitter ** 10 Requires an additional switched line, " 71 ,w. '1 for details, «, f control; WINS80cu Noun- skit � Dimming driver standard, , with Dimming drver standard Not available with DCR, DS, TLS or WE, R, DSX2115 too( u House-side shield for 100 LED unit b.t t.t b.t 12 Dimming driver standard, MVOLT only, Not available with DCR, TLS or Wr8. PUMBA 0118X0 u" =and round pole universal mounting 2.3/8" AST2p -190 AST20 280 N/A NiA N/A N/A 13 Also available as a separate accessory; see Accessories information, brackM (specify Brush) 1.9 .t 14 WE not available with BL30, EL50, DS, or FIRH. N/A 347v or 480x, 4 2.7/8" AST25.190 AST26.280 N/A AST25420 NIA N/A 15 Single fuse ($F) requires 120, 277 or 347 voltage option. Double fuse (DF) requires For more control options, visit • . and uo.tit4+ on8ne, 4" ASt35d90 AST35 -280 AST35.290 ASTSS 320 PST35.390 AST35 -490 208, 240 or 480 voltage option, 16 iWth TLS option, the luminaire ]is no longer IP65 rated. Not available with BL30, 8150, i.7 1.7 1,4 1 V. b.4 112 b,1 DCR or PIRH. N/A 347v or 480v. (2) MOBILE DSX2 LED 100C 17 Requires luminalre to be 9peclflled with PER option, Ordered and shipped as a separate line Kern from Acuity Brands Controls. 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PAD 0i3O .0 .3 b.a b.4 0.4 b.d b.4 J .3 .a 0J t 1J 2,3 '7.a .p ,x,9,"2.@ a2.5 2,2 .9 1,T, •,7 .e•, 2,1 .234 ,1 1.8 ,e' b,9 b, t,i 1.2 1.2 1.2 1 s b.0 0,1 ;Z7 0.7 b.8 t8 0,7 t. 0.4 b.4r, —V,S',i:,r'9` t@ b,7 1,2 1,8 2. 2,4 X2,8, 2,4 2,3 22 1,9 1,7 1,8 2,0 2.2 / 2,5 3,0 2.8 2.2 2.3 2.9 2.9 2.4 2.0 1.5 ((``i{{.((i 1.11 115 148 1,8 1.4 1 b,3 0,2 b,t b, 1.2 1.3 1.5 1,3 1, b.8 0.6 .7 b.8 .0 1.3 1,5 1.4 1. 1,t 1,8 2,2 2.7 2' 2,5 2,1 1� 1,9 2.0 1.8 1,7 1.8 2.0 2,3 2,8 3.9 3.7 3.0 3.0 3.9 3.7 2.7 2.9 RIlw3 Wi�LI -1.a 2,0 2.1 1.9 1.3 ,.5C�'�5,b,1 b.t b,t 1,7 2• 2 1 9 ,5 W I b.7 1,1 1.5I 1. 2. .3 •0 ,8 2,4 3.2 3.4 4 • ,2 217 ,1 1.7„ 1,8 1,9 1.9 1.8 1.9 2,0 22 2.a %,2 4,4 �m� %.8 %,t 2,7 2,1 1,18, 1,711 1,7 2,2 2.5 2,7 2. 1,6 filet 1 .1 t,2 , —2.0 --Y.9--2.a —�:8 -^ P,B-J -9.- ^iri ---ir7 -- $.-^-2..2--,5— .5 3,0 %,1 %.0 0•, .@ 3,1 .4 2.1 2.2 2, 2. 2. ,2 ,4 ,9 %,1 %,0 3,2 32 %. % ,9 .4 ,3 2.1 ,1 2.5 3.7 3.7 0.3 b,t b.7 d y y �7 y --1-"- 1- 1- '--- 1'°-'" 1. � -,"- I —,8 ^ � —, i -„—., � -"'- -„ �— �12 " I 1 I i4 1, I' �� I 1 I � I� �� .Z D, 2,9 3. 3' ,9 ,e 2 t1.7 b,8 1,7 1.7 2. 3 - 2 .2 3,7 3,4 4.7 4' , 2 3,7 7 2.4 2.9 2,7 2. 2 5 4 7 3.3 3.t 2.5 2.5 3. 3 @ 8 7 2. 2,6 3,1 4.3 3,9 ,D 11.2 0.7 �,2 ,a 1, 0 54, 3 �,7 0,7 1,t 1,a 2, 33 ,711, D, .1 5,8 4.9 % ,4 4,3 3,0 2.7 2,8 3.5 3,0 2,6 2.5 2.4 2,2 20 2,6 2,3 1,9 1,9 2,4 2,7 2,6 2,6 2.7 27 2,8 3,a %. ,9 .8 b2 5 ,2 to n� ,tF 12.6 4,0 3.4 2,5 1.7 1,2 b,7 b,0 1,1 1,0 2.4 5.2 %.4 3,4 .3 3,8 5.4 *4 %,66g,7 L-'� 5,2 3,6 'S.3 B.4 4,4 9,2 2.a 2,2 2,0 1,7 1,8 1,8 1,0 1,4 1,5 1,8 2,0 2,1 2.0 2,2 2.5 2,7 '3.2 t4 Symbol Label D, 25' D, 25' Description Lamp — 1 b.2 b. 22 '3.3 2.9 2,3 l,a 1,3 b.7 b,7 1.2 1,7 2,3 2,8 3.5 2.7 o 3,1 %,5 4.3 4,5K.9 5,7 3. 47 .2 ,4 ,9 11.8 11,3 .0 .$ 2 1,5 1,7 1.9 2.0 b. 0,4 ONE 100 —WATT CLEAR Gall 1.8 fc 6.7 fc 17 B 4 bles�t 0,1 3 .8 2.3 2.4 21 1.8 1, b, 7 .1 .8 1,9 2.4 2,6 2,1 1 2.5 3,6 53— %. 4,8 5,3 3, 3. '3 44 ,1 .4 ,e i,4 0, t7 .8 b.9 1,7 .4 b2 b2 t1 ^t0,t 2. t!a 3.3 3.0 .a 4,2 2.a 2.7 2,7 3.5 2,8 2.3 1,8 1.3 0,7 b,a .a b.z b2 b,2 0.3 0.3 b,a 7 b,3 W 0,t PLAYGROUND � 0.6 fc 6.5 fc 0,0 fc MEETS THE 'NIGHTTIME �O,J b',.oWw n.p 0.1 b,a 01e .o t t6 b' S b,4 4.8 0.8 .9 ,0 1.3 1,9 2s 2. .o 13,0 2,3 1.9 .t 2.8 2. .5 0,3 0,2 t,1 0.1 W W b,t 0,1 b.1 FRIENDLY' CRITERIA -� 2.1 1.9 1 11 145 i.7 1.7 1,4 1 V. b.4 112 b,1 b,l b.t b.t d DSX2 LED 100C 1,i .0 0.7 t9 1j,9 b. tt t1 W W ❑ D 8 700 50K TFTM 2 MEDIUM LIGHT b.5 b,5 115 b.3 DSX2—LED-10 Absolute TaS BR1 CK SIGN m � 6o RVE a LUMINAIRE SCHEDULE H ` SHWGROU Symbol Label Qty Catalog Number Description Lamp fi LLF Watts 0.7 fc 4.3 fc 0.0 fc N / A a LUMINAIRE SCHEDULE H ` SHWGROU Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 0.7 fc 4.3 fc 0.0 fc N / A Area Luminaire, 10OW ONE 100 —WATT CLEAR E- 1.8 fc 6.7 fc 17 B 4 KAD 100M R4 HS MH, R4 Reflector, Full —17 METAL HALIDE, KAD_100M_R4 8500 1.00 140 o FRONT 1.6 fc Cutoff, Houseside Shield HORIZONTAL POSITION, _H S.ies N / A PLAYGROUND i 0.6 fc 6.5 fc 0,0 fc MEETS THE 'NIGHTTIME N / A B KEY PLAN (NTS) SHEET TITLE: FRIENDLY' CRITERIA PLAN A E402 DSX2 LED 100C DSX2 LED W /21-ARGE & ❑ D 8 700 50K TFTM 2 MEDIUM LIGHT LED DSX2—LED-10 Absolute 1.00 218 o MVOLT HS ENGINES, (2) 700mA OC- 700 -50K —T ,DRIVERS, 5000K LED, FTM_MVOLT_ TYPE TFTM OPTICS, HS.ies WITH HOUSE SIDE SHIELD DSX2 LED 100C DSX2 LED W /2LARGE & E 9 700 50K TFTM 2 MEDIUM LIGHT LED DSX2—LED-10 Absolute 1.00 218 o MVOLT ENGINES, (2) 700nnA OC_700_50K_T ,DRIVERS, 5000K LED, FTM_MVOLT.i TYPE TFTM OPTICS es DSX2 LED 100C DSX2 LED W /2LARGE & ❑ J 3 700 50K T3M 2 MEDIUM LIGHT LED DSX2—LED-10 Absolute 1,00 218 C1 MVOLT ENGINES, (2) 700mA OC_700_50K_T DRIVERS, 5000K LED, 3M_MVOLT.ie TYPE T3M OPTICS s 4 5 l 0- NAL SITE LIGHTING PLAN 4411-Z- SCALE: 1" = 40' -0„ EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS, THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE, STATISTICS H ` SHWGROU Description Symbol Avg Max Min Max /Min Avg /Min BUS DRIVEWAY + 0.7 fc 4.3 fc 0.0 fc N / A N / A BUSLOOP + 1.8 fc 6.7 fc 0,0 fc N / A N / A SIDE --H 1.2 fc 5,3 fc 0,0 fc N / A N / A FRONT 1.6 fc 5.8 fc 0.0 fc N / A N / A PLAYGROUND i 0.6 fc 6.5 fc 0,0 fc N / A N / A 7 8 9 10 U LO CD O CSa A N 00 CD NEESE W "--- � SCALE: 1/16" = 13--0" 10 SHW Project: 3113.008.00 H ` SHWGROU ARCNiTBCT8 0NOIN19QRi PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8801 G SIMMONS, ROCKECHARLIE & PRINCE INC, Mechanical and Electrical Engineers 8416 Glozebrook Avenue Richmond, VA 23228 phone: (804)262 -7323 fox: (804)262 -0021 website: www,srpeng.com _ JOB NO: 13061 ■�• .;A TH 0� �0 ■ #b �♦ F i DINESH K, NA G ® Lic. No, 38 1 eet:'SIONAL I ALBEMARLE COUNTY PUBLIC SCHOOLS I em I L_Fuuic Scho AGNOR HURT VELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor -Hurt ES Addition - VDOE #2 -16 -00 -101 IFB #2014- 05011 -41 D DRAWN: TAR/DKN CHECKED: `fiAR/DKN SCALE: As Indicated 0 2014 SHW Group ISSUE: COUNTY COMMENTS 04 /15/14 100% DESIGN DEVELOPMENT 01/20/2014 90% CD REVIEW 03114/2014 95% CD REVIEW 03/27/2014 C B KEY PLAN (NTS) SHEET TITLE: SITE PHOTOMETRIC PLAN A E402 SHW Project: 3113.008.00