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HomeMy WebLinkAboutSDP201500011 Plan - Approved 2015-05-01G F E C 0 '4 c o P M P O N M ¢ O z. r PROPOSED CHANGES FROM SDP201400003: 3 4 5 2 7 —T I km 11fTU1 rLffm LAE _y ,I qL 11 vix 0 1 UZI I 1, SEVERAL SHEDS HAVE BEEN RELOCATED, THREE HAVE BEEN MOVED TO THE WEST END OF THE SCHOOL AND ONE HAS MOVED TO THE NORTH END OF THE SCHOOL. 2. THE LAYOUT OF THE UTILITIES IN THE COURTYARD AREA HAS BEEN UPDATED. THIS REQUIRED THE STORMWATER, WATER, AND SANITARY PROFILES TO SHIFT TO ACCOMMODATE EXISTING UTILITIES AND CONSTRUCTION PHASING. 3. AN ADDITIONAL ASPHALT PATH HAS BEEN ADDED TO PROVIDE ACCESS TO BOTH ENDS OF THE PLAY AREA. 4. AN EXISTING BASKETBALL GOAL HAS BEEN RELOCATED TO THE NORTH WESTERN CORNER OF THE PLAY AREA.ADDITIONALLY A 14'x14' ASPHALT PAD IS NOW SHOWN ON THE PLANS. THIS PAD WILL BE CONSTRUCTED IN THE FUTURE. 5. AN AREA HAS BEEN GRADED OUT FOR A FUTURE PARKING LOT, TO THE EAST OF THE BUS LOOP, 6. THE GRADING ON THE EASTERN SIDE OF THE SITE HAS BEEN UPDATED TO ACCOUNT FOR EXCESS FILL, ASSOCIATED WITH UNSUITABLE BACKFILL MATERIAL ENCOUNTERED DURING CONSTRUCTION. V. 1 2 3 2/2/2015 F 43 ' ' LL` dil 3 � Wp ;ply& i r m CCkk�� W OR- s aP it' is r Lowe's Home Improvement PROJECT LOCATION Rio 11.1211 h ppirt It �;hor b r 5 . Albemarle square yF Shopping Center t_3i) Piedmont n � :z r r r ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434 - 327 -1688 4 1 5 1 6 7 8 9 TOTAL: 10 SHEETS 8 10 -A 9 1 10 "SHWGROUP ARCNITNOTS I iNOINISRS I PLANNNRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VtRGIN1A 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlot#esville, VA 22901 Agnor -Hurt ES Addition - VDOE #2- 16- 00.101 IFS #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTIER CHECKED: C. KOTARSKI SCALE: N/A 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 02/2/2015 REVISED PER COMMENTS 0312712015 C 8 A SHEET TITLE: COVER SHW Project: C0.0 3113.008.00 r • • l ��'= ���I�i�l ►7l�� ►t�'�]���11�11+1 ►�< Rol ►f�►l��� ►l'�l��Z•.+r� /y /sFiT.� ����y�i�t►7�1�1► I tiFly�l �utyC���l�l ►�tt�l��w>iF►ii %elLtFl+�! ��'� � �1►i�1►21w1 G >r�:l 7 �I �I � li l �l ► l t+�!1r7 C l il�`1 � i1 �Ll ► f i t f>:�! -7 � � r -w A �. 1 � � • i r • : It TOTAL: 10 SHEETS 8 10 -A 9 1 10 "SHWGROUP ARCNITNOTS I iNOINISRS I PLANNNRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VtRGIN1A 22902 P 434.295.8200 F 434.295.8601 F ARCHITECT NAME REGISTRATION # 1/13/2014 AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlot#esville, VA 22901 Agnor -Hurt ES Addition - VDOE #2- 16- 00.101 IFS #2014 - 05011 -41 DRAWN: J. WILSON & J. SHOWALTIER CHECKED: C. KOTARSKI SCALE: N/A 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 02/2/2015 REVISED PER COMMENTS 0312712015 C 8 A SHEET TITLE: COVER SHW Project: C0.0 3113.008.00 I F �1t D e!� 4 0 P w M r i Z A r a G F 0 C E_ 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 D15TURBANCE: 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 K 3 GENERAL NOTES 4 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 1 AND I LO-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 1S 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 17.1-01 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 (HORIZONTAL:VERTICAL). 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 ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3 4 5 XTE 6 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES /IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1OOOLBS /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 ORDNANCE SECTION 17 -207B) 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 13 7 1 8 eJ Em 10 10 evx�� H SHWGROUP ARCMITNOTS I ENGINEER: I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 epT OF G (QCaRWARG W. J. KOTARSKI No. 0402048507 -7/15 F ARCHITECT NAME REGISTRATION # 1/13/2014 A I � 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: 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 VOOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03 /27/2015 A SHEET TITLE: NOTES & DETAILS SHW Project: C1 mo 3113.008.00 1 1 2 1 3 1 4 5 7 8 I 10 W, INTSRSEC770N, RESF-RVOIR RIDGEROAD BENCH K AIL ---- ---- -- I,77 7' W- -- — \ _.' .1.111, - "I N 3920697,44 TER rE 659 --- - --_ IIROiV (F) ELEV 599.62 Woo )BURN ROAD 20�55' -Z R1W __w ----------- 7 N 1, "E H H S --- --- 69-84' 276,40' HWGROUP 2,4' 4310,8 ARCHITECTS KNOINNORS PLANNERS 43 N 1_!2 609 EAST MARKET STREET Ib SUITE 202 tCHARLOTTESVILLE, VIRGINIA 22902 -7 P 434.295.8200 7, F 434.295.8601 0(9 R BER1011 8, 7- D B, 1 658 GA TAX 1141AIP 10/ ZCWED: R6 N-8'06 IC tjREN T t . ... .. RES r O'b IX K S 15 amaw afAR X G 96L, G Lio. No. 0402048507 3 4' f-T - 7 4 CL F 7�, _F ROBE ' GLADYS E 4 CL F DB. 29091, RE SIGLE Y 7 -A X M P RA R� USE, IARCHITECT NAME REGISTRATION I1/13/2014 F F IYJ ISAWCUT ASPHALT I7 7: REMQVE BACKSTOP ALBEMARLE COUNTY I-REMQVf 0811LE �OLE �EMQVI� LIGHT PUBLIC SCHOOLS -CF.A_0SAO0M-A_,T1ND-- t'0 KS MOVE PAVED WXI- f 000000 REMOVE FENCE REMOVE INFIELD E MATERIAL REMa E o% r ��,ANdUL RELOCATE AND REINSTALL EXISTING Y PLAY EQUIPMENT AT PROPOSED PLA ­PORTIOWOF, RLINE EMENTTO REA. CONTRACTOR SHALL COORDINATE REMOVAL W W ED EASE --RqS AND HAVE REINSTALLATION DAC 41S 5 VAC E-SHEET-C4.0 THEANSTALLATION PER THE MANUFACTURER'S chol�� F STAN&A GE G REMOVE LIGHTPOLE' D8. 2i3 PG� 30 AGNIOR HURT ­L D ) � � R 1 5 R E SAWCUT ASPHALT A &I y R fp, ELEMENT,& RY SCHOOL REMOVE WATERLINE. SEE SHEET C4.0 FOR SEQUENCE OF CONSTRUCTION -?R�-NT SE: RENOVATIONS AND AND EXTENTS OF NEW WATERLINE ADDITIONS AND TIE-IN TO EXISTING. ALL OTHER 5OF WATERLINE SHALL BE rAx iwvw r-,fR0RT*_N& 3201 Berkmar Drive, 3OU/14TY SCHOOL. BOARD OF REMOVE "I - ----- AIBEPRARLE COUN 7-Y Charlottesville, VA 22901 28, PG, DR I 1,� Agnor-Hurt ES Addition - VDOE #2-16-00-101 IREMOVE REMOVE GRAVEL & ID: R6 RE SIDFN7 IFS #2014-05011-41 I9 A C, D (12�'WOOD BENCHES D DRAWN: J. WILSON & J. SHOWALTER ADDRESS: BFF?ffi1,4AR DRIVE ICHECKED: C.KOTARSKI L REMOVE IN SCALE: 30' REMOVE VALV. REMOVE AND RELOCAYE,(�), OD DECK' --SHEDS COO EMOVE WO IREMOVE CONCRETE RDINATE,WITH,' R 0 2012 SHW Group 574- REMOVEAND 10 Y I m �E FIRE �H DRANT, REPLACE FENCE REMOVE 1,9 ISSUE: FINAL SITE PLAN 06/27/2014 BLY' AROUND GAS 4" w k'EL6qAtE TELECOMM BOX METER OMM PEDESTAL REVISED PER COMMENTS 03/27/2014 -77;77T FE E-B AR-p- b\AT`E T EL C 40 REVISED PER COMMENTS 04/30/2014 IREM0'VE't1 B'UMPER-BLOCKS REVISED PER ACSA COMMEN *S 05/20/2014 REMOVE BRICK REVISED PER VDOT COMMENTS 06/27/2014 itc6NTRACTOR-TO GOORDNATE LETTER OF REVISION 02/2/2015 WALL. AND FENCE RELOCATION y REVISED PER COMMENTS 03/27/201 5 REMOVE ELEC IOF POWER LINE WI-I IPOSEC�STOf AND CHAIN LINK FENCE REMOVE 2 BUMPER IREMOVE MOBILE CLASS ROOMS AT BLOCKS IEND OF PROJECT REMOVE CANOPY INATE C C ITHE RELOCATION OF GAS AND IAND SIIDEWALK IPHONE LINES WITH BUILDING IIADDITION SAWC_ t IOVE SIDEWALK IIIIRELO REMOVE SIGNS IsAWcU1 ASPHAL V U IIIISAWCUT ASPHALT I7 IIIIIITAON COMM LINES W1TH -STCJ IN I4114� ED L' IB B ISAWCUT ASPHALT ANITARY LIN IEE SHEET C JUSTME tIIIIPPM A^'r 0/10004[DiNATE RELOCATION �/y OPOSEUtRADE HARDSCAPE TO BE REMOVED iAW6UT ASPkAL' IT Inj GN ------ TREES TO BE CLEARED )R,,T-O-,C' UIN^, M ANDN REMOVE CURB �OPCt.91)-GMDE, SAW CUT U THE ADJUS1*AENf_0F­UGP WITH�,, RITICAL SLOPES itSHEET TITLE: V E,,S IqN AL-S1.0 4 CRIT16A PES TO BE DISTURBED REMOVETREE !REM, OVE P1 PE DEMOLITION 01 TIE INTOB Y C ORDINATE RELOCATION z PLAN 5 Ie/LIO*E 1,,PROPOSED GRADE SAWCU'rASPHALT' -7 7' IX E ft K, E 7 '566 'St I N-T A A SCALE 1"=30' TYVA C PA R TNER S, L L C LLG 7 _IL�7 _�UT DB. 3234, PG� 298 UTASOHAL1 - 7L 60, REM -SIGN, U RB 70,,VE­D: C1 C00VE'CIAL 30' MOVE -ICE 81 T USE: OFI, JILDING 7 7 TAX MAP PARCEL 45-91A CURREN IC2ml -6-35 I 7 SHW Project: 3113.008.00 2 3 4 6 1 7 1 8 1 9 10 I K R1 4 5 1 6 1 7 1 8 1 9 1 10 /I 1, - I`/ \ TIE TO EXISTING 1/1, \1 ly9s, - TO , � ,,, � \ , - I_- ___________1­_1.___1_ --- -------- --- - ---,---,----,--,----,------------,--,�,� ________,___.____ --------- --.--. 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INSTALL 6"X6" TAPPING SLEEVE AND VALVE (VALVE TO REMAIN I " ___-, __­­ ,---- ­ ----- -- _, - 11 I � , I , - , __ __­­11 - � - I I 11 11 ­­­1111 � ­-, ,",_,,r-,- -,.- _.�1� - :--,-,- 111-­1 - - __11 - - _­_ -1-__ ---- � �__ ---- --- 1- 11 . . , 1. . � . , - __­��­­Z I tle I I I � � �P '. _­ _­­ - __ _­1 ­ _ -, ___ ___ _ ­ ­­­­ _____­1 -1-11- __,___ __ _J " - 1_1 I � _------&6VTfA'fP5PI ." 4, I ­..I" .:, 4 I-' � ! I � -4, � , _ I /. � , 'CURB AGNOR HURT , i IV -.,-�---�-�,�'.1�1-1-�-11��1--l�l-.- ___­ ------ ­­_r­_____ ­___ __ #­ " _,�__ - -.1 � 1: �', '. L __ ­_ . , I �� ­­­, . I , #­ .", � P-"--,-,,,,1,11,,,-'L-"---"-�"---"-'-'-"�i - ­1 ­ .1.1 i � 4 , �. �,�` 17..�' I—., . . \�,, -, � ; ,_.,____,___, r -,�,----,----I'L'-'--""--"'-"''---- I I , �. �,''�.,: I:.,.,. i ___ I , 7'. �� , , , , -, i � �1, ..4' , "i .*.� " .,� 1. �­4­ , �, i --- ­_ i � I SLEEVE AND I WATER LINE ,�_/ � f , . I .: ­ ­., .. .. 1�1, \ EITHER SIDE BACTERIOLOGICAL TESTING IS COMPLETE AND PASSING), I 1 ­:, I - I ­ ___ __1 "I F, ­ ! ___[_ EXISTING , � � � - ­­� 1;�_� ­4 . "... I � , , _� --,�ll.�----.----,-"--,,-,�1-1-�l-.,-,--� ­­ I� __ f I .1 \ TRANSITION CLOSED UNTIL PRESSURE TESTING, CHLORINATION, AND , I I �, F , __.— , �, , , � , , � I ,,","L 1-11-1-j—_1 _,�___1i_1__1__1_____-__ I 1 , � , , a k I , - �,�, '1� .... .. __` , , 1 I I- _� 1, ELEMENTARY SCHOOL , , I__ , 'L � . I - I ,1.,S'.*.M. _0 I� I'll- i I-L-11-- I I � �,, , .. , . !�� �! ....... _� , � Nl� \ 2. INSTALL NEW MAIN, FHA, AND METER VAULT. I I I � � i i I ", i i � � . " 11 .1, � I I - , ,I,, �, I I 11 i I , . . . MI. 8, ,.,�, � I 11 i I . VALVE-J I \ �111 � I RENOVATIONS AND I I I i �� , I .. 1, . i i-11 ; � . .1, .1 I - ; . \\,�, . _� 3. COMPLETE ALL REQUIRED TESTING AND SAMPLING ON THE I i i i '. � I'll N � P, I I ,.,.�:. I . r, �, � iI I I I'll '� i " . " , 11 "' I 1111. ��_, - �, \ 1��_ NEW WATER MAIN. ­­ I , 4 ,. 4 I , " �� 'TZ11- �,O'�-,'P� "'�x "�� 4. ONCE ALL TESTS PASS, OPEN THE 6" GATE VALVE AND BRING i r � i I i I ,. � - �, . . .- � ,�� 0C. � * i i 11�1 I I�` 1 ,�, i I ­1 I ADDITIONS i -1 i I I 11 4 1 11 �,- , 1�. I ,; ! � � i . 'en �= '�, i I . �! . . 1 4 ,� I � , \ ; ; ! f� I i i I I , I , I p I t I I 11 � ,Mt, , i 'I I 1 1 " ��Q\ 1 MO 1 ,�,-,_, i i --i" � I i I G 6" DIP I . ....... ..... ,. MI �m, � ,,%m, 111� " THE WATER MAIN INTO SERVICE, i , I - IVI '� , , g, I i I FIRE HYDRA I , 1 ....... -11 �5 � EXISTIN - , ­, ,�. 3201 Berkmar Drive, ; I ) I . I ".. . 1." *' � I _%. !,_�, I ,I �� r : 5. INSTALL NEW WATER METER AND SWITCH SERVICE TO THE I : i I I WATERLINE - . ­ " ' L � g,��, ,_!, i i 1 I ASSEMBL. . �, I., .. I., . , , � . I . 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SHW Project: 3113.008.00 z w z 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 V CULVEJ#,jj,; Q-5 VDOT STD, CLASS Al \V '0AD 'WIT RIPRAP BENCHMARK.-­­­ VV 7­7 AIL L N 3920697.44 ---- --- - --- - INV. IW= 5,89.00--)- WIDTH 21= 6.00' 1�4 -14861 b6. �3 UT 586 60 LENGTH­�-9-0, - DEPTH =/l 8" ELEV 599.62 if .......... It 'y H 4". NOW �7­. BAYFILT'tR CHAMBER #2 SEE DETAIL SHEET C6.2 7 Q J, INV D' OPT 51. VOPT S/T N q-- E" IN 561$21 k� -V` INV �1.96�1 'A (SEE PqND`,PETA1IL/SHEET Co�,�., 64 , A,�, - i it 1 RIM 5U,9� -- INV/O R�P) 77 t k U/ 53. ti/(k� T FX,3 EX21 CY) 'T� TRLIST BER K, 411A R I A jV1 5 D& '1680; PIG, 660 7'I/T Z0.1VED: R6,RESID�7 1AL X­ . .. ........ TAX 111M P PA, R CE'L 455-9 ­535- f-L,1RR0VT i IVAIGANT v -�AE, 7AL '3_ r H ]a ]Ww M --w-w-n RESIDEF,"V7 If -w-w V S,S ET, _,7 X� -,546-- w" N, x -- ---- 0or A Vl_­ EX1 f X 4t, 0 Ns R7 F S hM41_//VA,' �5` ROBE, 10 _tlx /'A k t It, I LADIK,5 E, SCi' fL1/'V!( -E)(9 D8, 2097, PG, 285 y 79" 7 R6 RiES' EN�77/11, - 5 � 71 J, I -AXH!, Y P�FSIOEIW IL zrtf/ SYV(31 E F 7 A X 10A P f�t,,luR r, 1, 4,�� 9,1D - tl� L Tn t &CURB CU T V, FLUSH WITH GUTTER bb &* FLOW LINE 1� V P W"I 3 7, 98 VDO STD, CLASS Al H SHWGROUP G RIP RECESSED F INT It 77 RFOROED- ­WIDTH 5.0' F PQRRU I'LL m -ED LENGTH 9.0' nof 7 68 EX ­GAT 2 ft RDPE'PIPE 'R N, "A DEPTH 18" VAL WE'61 - lilt V T STD. CLASS Al EX6 WIN S- RI RRECESSED EX8 -------- 13L_ TO GROUND sft 6'CURB CUT LENGTH 9.01 FLUSH WITH GUTTER rr _58, _77 DEPTH 18" ----- - FLOW LINE J, 1 NYLOPLAST BASIN \j -680 S ID TOP COVERED SEE SHEET C6.4 FOR DITCH CENTERLINE PROFILES WVULCH X, E-1 k __ - I I i ! `_ -_ N INV T 57 IIN'i -- ----- V 579 41- k- V CL 6'CURB, CUT �0 579 CL FLUSH WITH GUTTER V V, E 7d __57-6y_ 7-7 N" 1+ FLOW LINE 5 715 VDOT STD.CLASS Al 73 IPRAP,RE E ED 81t .... .... --- HDPE 71-, INTO L 135 -572 .08, W1 6.0' CHANNEL--Z 2.00' 7 LENG*­ 9 A V,/, V DEPTH 18" SLOPE 3.1% VDOT STANDARD EC-2 LINED CHANNEL -_OD P W4, TEI? 1- INE w ">7 6 70 (VESCH TREATMENT - --------- ------- - Tic 10.9 min. -,n .4 j 02 1.38 cfs ul Q10 1.62 cfs V, 2-YR VELOCITY 3.20 FPS 7 -YR DEPTH 0.24' SEE SHEET C1.1 FOR 1 57 10 114 DITCH CROSS > 6,4 SECTION DETAIL PROPOSED DITCH TO STIR. 204 06 No Scalle It 304 D a. t J11 RD 121f 305 INV.562.70 V JI x i2," riur ILA 3 - ia f r It A/ .13 CHANNEL t I SLOPE 3.1% "OP VDOT STANDARD EC-2 LINED CHANNEL - -- -------- 7; T (VESCH TREATMENT-1) .4 TTA, h .7 w Tic 10.9 min. it A "IN I _ \1 I �, "L � \1 k X.122 �,�'403 I I I 02 1. 12 ofs V'T Q10 1.32 cfs 2 BAY ER CH MBE��� 4' A r 6 RIM 56 2-YR VELOCITY = 2.99 FPS INV IN 554. 65 10-YR DEPTH 0.21' 2,� INV 0 PROPOSED DITCH TO STIR. 112 C EA�YLIT X �A 6" RD t Pit No Scale t 0 INV. 565.53 j 0 x X r CL -N, 1- 6"HDPE tF 1 2.0% MIN. SLOPE�j, - ER Z,0__M.IN. COV M.- tl 0 V J 4 0 N 7\ 19 71- J CHANNEL it '448 1.00, V 1,� ------- 4P )I 41 y SLOPE 1,6% X, VDOT STANDARD EC-2 LINED CHANNEL j Ulf" A it VDQ),T,STD. CLASS Al (VESCH TREATMENT-1) Tic = 5.0 min. 4- _0 It _XA1 r-.-rw\,i �ARkl L -i Q2 0.34 cis 7-7 _7777- Q10 0.44 cfs WIDTH,2= 13.561\ Li �4 A e 2-YR VELOCITY = 1.85 FPS I 0-YR DEPTH 0, 15' --LENGTH 23.0' 4/0, k, it DEPTH 18" I W1 'InA 55 Dononecr'l r'%ITr%W Tn Q 0 k41 BAYF'LTEk_d_HAMB8R #2 SEE DEITAIL SHEET C6.2 No Scale N 011� d- It � , , I I p I I \� i 11 %�,, 11 'INV -62! OUT 6 IN 552. IN 51.96 1 2 SCALE 1"=30' C /* 101 CL 0 30' 60, qP) W' RD INV. 564.14 61-, EX2 E�Q 'I __ I . V 9 t43: 102 --j U 'Cr X 559 CHANNEL N. '�IMA < H SLOPE 5,0% A VDOT STANDARD EC-2 LINED CHANNEL �kl 3 0 -at I& M -1 1 _-w7wj0:- ET _7 TYAIIAC PARTN6RS, LL.0 (VESCH TREATMENT-1) _P DB, 3234, PG� 2,98 To 12.1 min. 5 -4. N ZC D: C1 00,AAMERC/11' Q2 1.84 cfs \NN .-N EX 12, -:77- TA X MIA P PA RICE - 4 5 - 9 1A Q Ql 0 = 2.41 cfs 'E BUILDING 2-YR VELOCITY 4.33 FPS CURR.0\1T 4)SE: OF'FIG a 10-YR DEPTH 0.34' PROPOSED DITCH TO STR. 306 N 35 0�1 �u5 No Scale EX 2 3 4 1 7 9 10 ARCHITICTS I ENIOINERRS I PLANNNRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 T lal CRMOW 1, XOTARSKI Lie. No. 0402048507 CIO 3/'�,7/15 A�fz ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 7*w� lelv 41 - S��Ols - AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charloftesville, 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: lot = 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 06/20/2014 REVISED PER VDOT COMMENTS 06/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03127/2015 C B 0 SHEET TITLE: GRADING & DRAINAGE PLAN ro ect: C5s0 3113.008.00 1 2 3 4 5 6 7 8 9 10 C ate' M Mpq r� N.. !Z' r. Lo A 2 In LO LO SHWGROUP M Gpp c� N 0;-•pz z Z O Z Q r C r N 0 `y ARCNITtCTS I ■NOINEBRS 1 PLANNiRS N's0 � 8 Vi Ncnf - _ CL Q 0. O>} r °c N SO 609 EAST MARKET TS SUITE 202 Z ,r r + t; BAYFILTER #1 CHARLOTTESVILLE, VIRGINIA 22902 r M p W ro , Fc w r y, O c < 0. 564.04 ~ c, n P 434.295.8200 O Z NV IN 554.92 403^, F 434.295 8601 INV OUT 552.59 (401) 575 N r ... r Or- r . oo N r .. o p CD 575 r G. m00 M C h r d pN r �,; Q�� � �� nth ONN to 0rnM PN ucni `; M�'� "' mNPo° m�'� '� mfr Ln mo'M BAYFILTER #2 �pN t Ci t.- ,7 °�ci =N`�'�� cv +r-u, H M t" M In Ln +� ►-m"� = RIM 563.02 -. i ' rNCy,� `n zq "80 Cgz_ 0 O.-aZ O Qa.- O pr Z 0 gr2Z O �raz O �Qpp -? O INVIN552.62(99) I g mitts t t`t-O �t`-C3 �c�n� aNO�0 `�z Ty�>z oNQ INVOUT551.96(EX3) �`" �c�aOZ 0 a 575 575 570 57o N e ems- Ili t co G CRAJEGW J. KOxARS V o Cy co W) V p Lie. No. 0402048507 � + m} 5 Lo 70 '`� I I I 570 565 0 © 56fi co 0 t--: M 0' t13 0t3toz O © LID 0 `- SS ..wS C-. O z N H a. a "XX' td- O� rQNAL rs I et NE- rt11i- WNH. Zo3 565 560 560 560 560 565 "RCP 1~ EX. GRADE PROP. --► 2 p0° 115 *�, t I i `. GRADE .58' OF 1.0 MI '--- -- -- j..- .� f , _... 8 HDPE `' - . -. ..- _ . _ _ _ _ 555 555 555 555 560 1.5 56Q ARCHITECT NAME 130.37'OF 1. ' MIN. , REGISTRATION # WATERLINE 11 @ 3, 44% ; '. 84. T OF 15 RCP 1/13/2014 1.33% 109 1 i Of 8�� DPE 92.05" OF 61.50% 15" 1 _. - 555 550 0 550 550 2 550 TI BAYFILTER ��� � �� 1g„ ,c 28.86' OF � -G9, 7 555 _ _ @ 1.04 %° 15" i 105 #TO PIPE EX3 �� 1 15 RCP RCp op F �' 106.33' OF @ 1• % ' ' 15 CLASS IV RCP; 94.99' OF 99 INN 551.96 03.74% ��98% F t I @ 1.00% RCP 44.18• F d _ ! 5% R6 550 545 _._ .,.. _. �. _�� 545 545 _ �, 545 ' @ 1,2 15" 550 r - BAYFILTER #2 � � � STR116 'j STIR 204 i- STR 400 ! STR 124 - STR EX5 + i 540 540 540 545 540 545 ALBEMARLE COUNTY PUBLIC SCHOOLS 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 9 +50 10 +00 11 +00 12 +QO 13 +00 13 +50 9 +50 10 +00 11 +00 E E ie, CDun ty �� ,schools AGNOR HURT W ELEMENTARY SCHOOL RENOVATIONS AND a o ADDITIONS wi � T _ a �, pM 3201 Berkman Drive, {) u� 0 T- W Z 0 .M.. o Mr r {7 M �; C Q M 16<(L - v M N Charlottesville, VA 22901 + ti r e�' m N t) -g FS #2014-05011-41 iort - VDOE #2 -16 -00 -101 0 + N _ �+-, In Ltd eta � �. D Qa Dr ZO aV8z(� Grt zZzO 0. D O H O O `ZZ O �l `yz ` M i DRAWN: J. WILSON & J. SHOWALTER 580 ° � y. l CHECKED: C. KOTARSKI 5$0 y' P SCALE: NA ts t9 ,a o o �oI 0 2012 SHW Group Z OMB �NNr° itf T-Sz Z'0 MCh 0 IifJ " '" O " " 1 ISSUE: FINAL SITE PLAN 05/27/2014 575 N N O� Z z iO 575 ` HO?2 y N REVISED PER COMMENTS 03/27/2014 S = REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 �y, us « .pN.. a a p LETTER OF REVISION 02/2/2015 570 �,, �i - 570 Z r• m g a o REVISED PER COMMENTS 03/27/2015 U3 z ec t 4 a- 0 d a z O "� �'� u7 u� i�S \ N c~nQz EO?� oQaZ a zzs 0 HOD fJ� t- ._ -. N n 0 Z Z' Z N to P r rcS` S s 565 �- - �- 565 570 570 570 570 j�� F BER C C ! 1���,p ? WATERLINE TIG ? EX. GRAD LEPHONEFl,��,ER OPTIC PROP. EX. GRADE PROP. s GRADE GRADE 3 560 565 `a 4" ±GAS ���_� 585 565 - 565 6 560_ 1$hR pF j �j ! @ 2.2 % IN. 1.0' MIN, „ GAS 1 i 560 560 560 1 0! 555 ....� :..� 555 560 , a 1.0' 11 IN, 215 62' OF ' 2.5" 2 HDPE I WATE LINE 217A 217 213 ;,'..' 1.47% 1 I 6lF 43.36" OF 71. F1 LINE 63.54' OF 13' 01� ! 550 I 550 555 555 555 �_ 555 1.511 �o 01.0% % @ 2.24% f I Gil STR 06 - STR 212 F1RELiNE E - S R 220 STR 21 STR 1 fi STIR 214 B 545 ` 545 550 550 550 550 M cp r- P., `- 8 5 to oo LIM Grp„ �� ~� ^tlM•t ~r' � �� K7 �� �� �� �'+' "� 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 14 +50 9 +50 10 +00 11 +00 12 +00 12 +50 8 +50 10 +00 11 +00 NOTE: INLET SHAPING $HALL BE INSTALLED o.. ALL DRAINAGE STRUCTURES WHERE ON 0 HEIGHT EXCEEDS FOUR FEET. 0 50 4 2. POWER GAS AND TELECOMMUNICATIONS PROFILE SCALE UTILITY LINES TO CROSS ABOVE STORM SHEET TITLE: PIPES WITH A MINIMUM SPACING OF O.V. =' STORMWATER PROFILES A A C6m3 SHW Project: 3113.008.00 r 4 5 6 7 8 g 10 1 2 3 C F E D C S N o. d otl S r) d Q � r M r O r 1 2 3 4 5 6 7 1 8 595 590 585 575 570 9 +50 10 +00 570 565 560 555 11 +00 i i ! c I GRADi INV 563.73 GRADE END INV 4 STA 10 +12.30 NT7ECTf{71 r.. ,� START INV J .� INV 567,00 5 70.00 . END INV DITCH 0 STIR 204 EX. GRADE TYP. SLOPE 3.1% 10 VERIFY DITCH I STIR 204 b DITCH TO�TR112 STR 112 @ 3.57% TYP. SLO ; E 3.1% o� DITCuFf" TO ST STARTINV AND POP. _mFIREL11tE�_l DITCH TO ST 112 590,00 Rod RADE SA ITARY LINE NE ADDITION .}.�� I T P, SLOPE 5. /o \ i j END INV 573.5 N ! DITCH TO STR306 p4 4b'� tp ti � H c+M� pW�p � it5 b ► � b kf\3 b H 9 +50 10 +00 570 565 560 555 11 +00 9 +50 10 +00 1 1 2 111 +00 o; 13 +00 575 575 570 570 565 565 560 560 555 555 3 595 590 585 575 570 565 14 +00 14 +50 EX. GRADE EX. GRADE PROP. GRADi INV 563.73 GRADE END INV 4 STA 10 +12.30 NT7ECTf{71 r.. ,� START INV J .� INV 567,00 5 70.00 . END INV DITCH 0 STIR 204 565.50 TYP. SLOPE 3.1% 10 VERIFY DITCH I STIR 204 b DITCH TO�TR112 STR 112 @ 3.57% TYP. SLO ; E 3.1% o� DITCuFf" TO ST 6" AND _mFIREL11tE�_l DITCH TO ST 112 ti0 Rod INSULATED SA ITARY LINE NE ADDITION 9 +50 10 +00 1 1 2 111 +00 o; 13 +00 575 575 570 570 565 565 560 560 555 555 3 595 590 585 575 570 565 14 +00 14 +50 9 +50 10 +00 575 570 565 555 11 +00 11 +50 Er7 575 575 EX. GRADE 570 _ __ _ / _ _ _ "' 570 r/ PROP. TAPPING GRADE SLEEVE AND VALVE 565 �0° 8d� r._ __ �_ �'" PIPE.. 'F �- 0° B jD . _ _ 565 113 3,0' MIN' 6X4 TEE 22.50 BEND 6" MIN. 1.0' MIN. 45° BEND CONNECTIO -- 560 _� __ TIE 4€ C _ ._ _ o _�Y �" _ '.'' SRANITARY_ 560 WATERLINE 45 END 1.0 MIN. LINE CONTRACTOR TO APPROXIMATE 6" GATE VERIFY LOC TION AND ELE VATIONI VALVE 22.5 BEND ELEVATION 45° BEND 555 _ __ _ --------- 555 i , 550 550 VKEEP A OF 11 6" CLASS 52 DIP WATERLINE ! NO ARATION B ETW EN THE OPTICAL ATERLINES WHILE THEY ARE RUNNING It A STACKED CONFIGURATIO 545 545 qpC6 !per vi tf' Hey 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 15 +50 CONNECTION TO BUILDING INV 563.83 565 555 550 CLEANOUT EX. GRADE 6 STA 10 +02.80 PROPG GRADi INV 563.73 GRACE E 4 STA 10 +12.30 NT7ECTf{71 r.. ,� START INV CLEANOUT 2 570.00 . END INV TY . SLOPE 1.6% 1 568.5 i, 10 VERIFY DITCH TO STR34 b to 4" Ductile Iron @ 3.57% s� o� 411, 9 +50 10 +00 575 570 565 555 11 +00 11 +50 Er7 575 575 EX. GRADE 570 _ __ _ / _ _ _ "' 570 r/ PROP. TAPPING GRADE SLEEVE AND VALVE 565 �0° 8d� r._ __ �_ �'" PIPE.. 'F �- 0° B jD . _ _ 565 113 3,0' MIN' 6X4 TEE 22.50 BEND 6" MIN. 1.0' MIN. 45° BEND CONNECTIO -- 560 _� __ TIE 4€ C _ ._ _ o _�Y �" _ '.'' SRANITARY_ 560 WATERLINE 45 END 1.0 MIN. LINE CONTRACTOR TO APPROXIMATE 6" GATE VERIFY LOC TION AND ELE VATIONI VALVE 22.5 BEND ELEVATION 45° BEND 555 _ __ _ --------- 555 i , 550 550 VKEEP A OF 11 6" CLASS 52 DIP WATERLINE ! NO ARATION B ETW EN THE OPTICAL ATERLINES WHILE THEY ARE RUNNING It A STACKED CONFIGURATIO 545 545 qpC6 !per vi tf' Hey 9 +50 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 15 +50 CONNECTION TO BUILDING INV 563.83 565 555 550 CLEANOUT EXI GRADE 6 STA 10 +02.80 TOP 565.55 GRADi INV 563.73 CLEANOUT 4 STA 10 +12.30 NT7ECTf{71 r.. ,� TOP 566.00 INV 56145 CLEANOUT 2 STA +8051 . T10 OP 60 INV 562.64 9 +50 10 +00 11 +00 .n.r.e 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'. 570 t 560 1 555 t 550 } 12 +00 10 PROFILE SCALE 4 5 6 7 8 9 10 H SHWGROUP ARCNITNCTS I ■NGIN #Ri ( PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 ARCHITECT NAME REGISTRATION # 1/13/2014 IdDemarie c 11 B � C Z3 01S 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 05/2712014 REVISED PER COMMENTS 03/27/2014 .__ REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VOOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: DITCH & UTILITY PROFILES SHW Project: C6.4 3113.008.00 EXI GRADE PROP GRADi TELEPHONE 4" GAS NT7ECTf{71 r.. ,� .. i TO BUILDING 1.0' MIN. -- . APPROX INV 562.50 CONTRACTOR O 9 50 3 , 13.31' OF 10 VERIFY �_. 2.8a' OF 4" Ductile Iron 1 26% @ 1.20% 4" Ductile Iron @ 3.57% @ 1.20% 411, 6" WATERLINE _mFIREL11tE�_l 4" DIP CLASS 52 INSULATED SA ITARY LINE NE ADDITION 9 +50 10 +00 11 +00 .n.r.e 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'. 570 t 560 1 555 t 550 } 12 +00 10 PROFILE SCALE 4 5 6 7 8 9 10 H SHWGROUP ARCNITNCTS I ■NGIN #Ri ( PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 ARCHITECT NAME REGISTRATION # 1/13/2014 IdDemarie c 11 B � C Z3 01S 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 05/2712014 REVISED PER COMMENTS 03/27/2014 .__ REVISED PER COMMENTS 04/30/2014 REVISED PER ACSA COMMENTS 05/20/2014 REVISED PER VOOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C B A SHEET TITLE: DITCH & UTILITY PROFILES SHW Project: C6.4 3113.008.00 Z Z g a O r N O r r Z e- 1 2 3 4 5 6 7 8 9 10 I lie 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 N/A 17 TREES BET DUR 5 BETULA NIGRA'DURAHEAT' RIVER BIRCH 1.5 -1.75" CAL. B &B TREE CANOPY: TOTAL SITE 19.535 AC TOTAL PARCEL AREA 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 IK _ TREE PROTECTION - TYP. 1 i 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 WILLOW OAK 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 ►'l:[�le7 Zili17 ARCHITECTS I RHOIN■ ■R8 I PLANN6R8 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 �V,ALI If 0;, L O NE.AL R B Lie. No. 1628 Z(A 5A ('Or3 A100 ARCHITECT NAME REGISTRATION # 3/27/2014 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. SHOWALTER & N. BEASLEY CHECKED: N. BEASLEY SCALE: 0 2012 SHW Group ISSUE: RESUBMISSION 04130/2014 REVISED PER COMMENTS 03/27/2014 REVISED PER COMMENTS 04/30/2014 REVISED PER COMMENTS 03/25/2015 SHEET TITLE: PLANTING PLAN SHW Project: Ll m0 3113.008.00 P, z z a 1 0 r P M Q� Z M 0 IC A 0 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 SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION /INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI 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 -x97 for complete specifications) 1. The fuilowhi , items shall be shown on -cite plaw Trees to be saved; Limits of clearing (outside dripiine of trees to be saved); Location and type of protective fencing; Grade changes requiring tree webs or walls; Proposed trenching or tunneling beyond the limits of clearing. = 2. .Markin s: 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. r Cons uction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. I t i ment Ougj.,atjon and Storage; Heavy t:quipnent, vehicular'Iraffsc and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: ires are not permitted within 100 feet of the dripline of trees to be saved. 7, Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripiine of trees to be saved. 8. Protective Fencin : Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing, Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. W When the ground level must be raised within the dripiine of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr e Walls: When the ground level must be lowered within the dripiine a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, 11. Trenchino anti Tu eeline: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shill be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. CI u : Protective fencing shall be the last items removed during the final cleanup. 13. Dama2ed 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 n Ts1i tc n:TA:R TA4„8!n CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 P i MIN. 36" AMENDEC CLEAN/ TOPSOIL i 6 9'+ PARKING LOT ISLAND (TYP) -� 110 �i 11 T7,kD t, N JLCH LAYER 1 SLOPE MAX IRB (TYP) RKING LOT (TYP) 8 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 1K MIN. 36" AMENDED % CLEAN/ TOPSOIL (_ 15'+ PARKING L T ISLAND (TYP) 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 &Imougl'• r ARCHITECTS I ENa1N ERRS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 �k Nul'1f . L a� NM P. B ' G Lio. 14o.. 1628 KALE ARCHITECT NAME REGISTRATION # 3/27/2014 INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1 -2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL NOT TO SCALE 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, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WRE BASKET FROM TOP Y 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 TREE CANOPY EXHIBIT � DECIDUOUS TREE - STAKING SPECIFIED NOT TO 8 CALE E 1 1 2 I 3 1 4 1 5 1 6 7 1 8 9 REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2 -3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS 0 ALBEMARLE COUNTY PUBLIC SCHOOLS • P 1 10 utmic Schools A e ve II%� L2w0 10 SHW Project: 3113.008.00 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 :W ROOT BALL 12 GAUGE GALVANIZED WIRE �---- 3 -2 "x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE WITH RUBBER HOSE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'74" 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 W SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW- RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 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 B SHEET TITLE: LANDSCAPE NOTES AND DETAILS A e ve II%� L2w0 10 SHW Project: 3113.008.00 M G j A C 0 A 1 2 1 2 K7 3 EXISTING RELOCATED ALL NEW (F) W I r r-- W a Ci Q_ 4 1 5 1 6 1 7 1 8 1 9 !as`- Series Size 2 ��iirr//)) i` L Catalog Number LED Area Luminaire 1. }Noyes AIML 1 Symbol Type Qty „ FPJE�NWY Description Lamp File Lumens Introduction dttserites The modern styling of the D- Series is striking 4,3 yet unobtrusive - making a bold, progressive 0.0 fc statement even as it blends seamlessly with its Specifications - E- environment. EPA: 2,0ft, 1:1 B The D- Series distills the benefits of the latest in (0.19m') b.0 W LED technology into a high performance, high Length: b a b,0 b.0 efficacy, long -life Luminaire. The outstanding o, photometric performance results in sites with Widths (38.1 15) t.0 L excellent uniformity, greater pole spacing and 7910/2" _HS.ies lower power density. The Size 2 is ideal for Height: PLAYGROUND H replacing 400 -100OW metal halide in area lighting Weight 39 Ibs 6,5 applications with energy savings of up to 80% (ma>d: (17.7 kg) and expected service life of over 100,000 hours. N / A EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DSfIi LED , i FRIENDLY' CRITERIA DSX2 LED forward 530 530 mA 30K 3000K 777 VOLT 3 Shipped included Shipped installed Shipped installed DDBXD Dark t.1 optics 700 700 mA 40K 4000K' 10.0 120' SPA Square pole PER NEMA twist -lock HS House -side bronze 80C 80 LEDs 1000 1000 mA 50K 5000K OC- 700_50K -T l08 t mounting receptacle only (no shield " DDBXD Black (four engine) ,DRIVERS, 5000K LED, (1 q)' FTM- MVOLT- T35 T e III Short Type 240' RPA Round pole controls) WTB Utility terminal DNAXD Natural TYPE TFTM OPTICS, o b.o D.b tr.o b.t mounting 9 MG 0-10V dimming driver block" aluminum b.i bD 100C 100 t.0 b.o T3M Type III 277 WBA Wall (no controls)' SF Single fuse DWHXD White LEDs Medium 74M Type IV 4 3474 bracket DCR Dimmable fable via ROAM ®(no 3�7V)?zT DDBTXD Textured engines) E Medium A8Q+ SPUMBA Square pole controls) LED dark bronze 1,00 Routed MVOLT universal DS Dual switching o DF Double hise DBLBXD Textured TFTM Forward Throw Medium ,DRIVERS, 5000K LED, mounting 9 adaptor PIRH Motion sensor, 48OV 211 480V) black 10,0 SOC 80 LEDs t.i b.i tit b.i 10.1 es 1 mounting height o DHATXD Textured (four WOODBURN ROAD STATE RTE, 659 DSX2 LED W /2LARGE & T5VS Type V Very RPUMBA Round pole 500 BI -level switched TLS Tool -less entry trigger latch' natural 3 engines) T3M 2 MEDIUM LIGHT LED Short 1.00 universal dimming, 3096J10ji aluminum MVOLT ENGINES, (2) 700mA OC- 700 -50K -T T5S Type VShort mounting adaptor OL50 81 -level switched L90 Left rotated optics' DWHGXD Textured tr.z b2 10.2 b,z b.i- T5M Type VMedium �- bb - dimming, 50% lo R90 Right rotated white �j 0' R/W s T5W TypeVWide optics' NOTES Template #8 To of Pole DSX2 shares a unique drlNNtp pattern with the A£RISI family, Speolfy this 1 Available with 80 LEDs (80C option) only. dlSiOg pattern when stleelfying;peN)s per the table 4et0YY, 2 Configgured with 4000K (40K) provides the shortest lead times. Consult factory for 3000K (30K) and 5000K (50K) lead times. 10.0 0,563' DMt8A8 Slagle chit DM2DA$ 2 at DD° * 3 MVOLT driver operates on any line voltage from 120.277V (50 /60 Hz). Specify 120, b. t,3 10,3 0111111211118 2 at 180° DMSDA$ 3 et 8D° " 208, 240 or 277 options only when ordering with fusing (SF, OF options). 1.325" R- IRON DA) (2 PLCS) OU49AS 4 at Or * OM32AS 3 at 120a } 4 NIA DMG, 81.30, 81.50, WTB or TLS. Also, NIA 1000mA with DS or DCR. 5 Available as a separate combination accessory: PUMBA (finish) U. 2.650" E7(illil%►le: SSA 20 4D DMt9AS DDBXD 6 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Not oval able with DS option, 7 Not available with 347 or 4BOV. Visit tithonla Lighting''s 1 to see our wide selection of 8 Specifiea a ROAMe enabled luminalre with 0.10V d mmtng capability; PER option Not 1000mA 347V t000mA 4801 AddlUonal hardware poles, accessories and educational tools. Controls &Shields Round po)a top muss be 3.25" O.D. minimum. regwred. available with or and services required for ROAM® deployment; must be purchased se erately, Call 1.8Q0 442.6745 or email: salsa ®roamsantcea.nat, Not available with PIRH, DS, 81.3Q, DLL127f 1.5 JU Photocell - SSL twist-lock (120 2179)" ­For round pole mounting (RPA) only. Bi or TLS. OLL347F 1.5 CULIU Phot"O- SSLtwlst- lodt0479)" 9 Provides 50 /50luminalre operation via two independent drivers on two separate OLL48OF 1.5 OWL! Photocell - SSL twlst -lock (4809) ° circuits, WA with PER, OCR, PIRH or WTB. NIA 1000mA 347V or 1000mA 480V, sc U shortin ca 11 D5X2H58000 House- side Tenon Mounting Stipfitter ** 10 Requires an additional switched line. 11 Specifies the :: %I^ , 16 ,)t' control; as* vc. ,,,:5 Cl,, for details. y, Dimming driver standard. Not available or I g e vnth DCR, OS, TLS WTB. �j OSX2HS 1000 U House -stile shield for 100 LED unit „ ; ,_ 12 Dimming driver standard. MVOLT only, Not available with DCR, TLS or WTB, PUMBA D08XD U" Square and round pok unHersal mounting 2.3/8' AST20190 AST20 200 NIA N/A NIA N/A 13 Also available as a separate accessory; see Accessories information. 4 bracket (spedty apish) b., 14 WTB not available with 81.30, 81.50, DS, or PIRH, N/A 347v or 480v, 10.0 2478" AST25.190 AST25-260 N/A AST25-320 N/A N/A 15 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires For more control options, visit and ',n online. 4" AST35d90 AST35280 ASi35290 ASTS5320 ASTS5390 pST85490 208, 240or480voltageoption. 16 With TLS option, the luminaire is no longer IP65 rated. Not available with OL30, Bl DCR or PIRH. N/A 347v or 480v. 17 Requires luminalre to be specified with PER option. Ordered and shipped as a separate Tina item from Acu ty Brands Controls. 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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 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 + 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 + 0,6 fc 6,5 fc 0,0 fc N / A N / A 7 8 10 CO Q C.0 d a 1 c.0 I I c Ca N 00 0 r SCALE: 16" = 1' ---0" If' # 9 10 H HWGROU 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434,295,8601 G SIMMONS, ROCKECHARLIE & PRINCE INC. Mechanical and Electrical Engineers 8416 Glazebrook Avenue Richmond, VA 2322 phone: (804)262 -7323 fax: (804)262 -0021 website: www.srpeng.com JOB NO: 13061 F DINESH K. NA G 0 Lic. No. 38 1 Of TIONAL E\� 00 00 + * #0r 1t • � 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 D DRAWN: TARIDKN CHECKED: TAR/DKN SCALE: As Indicated 0 2014 SHW Group ISSUE: COUNTY COMMENTS 04/15/14 100% DESIGN DEVELOPMENT 01/20/2014 90% CD REVIEW 03/14/2014 95% CD REVIEW 03/27/2014 C D A KEY PLAN (NTS) SHEET TITLE: SiTE PHOTOMETRIC PLAN E402 SHW Project: 3113.008.00