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Home My WebLink AboutSDP201500011 Letter of Revision 2021-12-07 (2)1 2 3 4 5 6 7 8 9 10 H G F E 0 C B W PROPOSED CHANGES FROM SDP201400003: 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'xl4' 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. 2/2/2015 r s„ a ��' Maht�I1� x'101 n U rNB.M Ah1E Keglers` gn r Lanes",»"' 1<., 1111prtr�emtnl _a d. c PROJECT LOCATIO.3� r_ +up6 cewee, Wtroc.Ibrzrok Pro Shop s r y '�. P Y N NO, 0 Al c Alpearle Square Shopping Center WOWS '. IA,P4TA, r y 01 PiadmP?m SCALE 1:1000 OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: MS. ROSALYN SCHMI17 TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet Index Sheet Number Sheet Title C0,0 COVER C1.0 j NOTES & DETAILS ! C2.1 DEMO PLAN I C4.0 LAYOUT & UTILITY PLAN C5.0 ! GRADING AND DRAINAGE PLAN C6.3 STORMWATER PROFILES r C6.4 DITCH & UTILITY PROFILES 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS E402 SITE PHOTOMETRIC PLAN T®TA6, 23 SHEETS TOTAL: 10 SHEETS APPROVALS DATE DEPARTMENT OF COx TY VEI,OPxWNT PLANNER/ZOMNG ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCXM ALBEMARLE COUNTY SERVICE AUTHORITY VIRGM, A DEPARMENT OF, RAMS ORTATION HEALTH DEPARTMENT 4 '-,w_— SAP 2ci?� •ca�11 "SHWGROUP G 0 C5 C B ra ARemiro CT& I ■NOINnz R! I PLANNNR! 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434.295,8601 tia�,�rax a� 0 r U CRAMG W r. Ko'rAnsx> Lie. No. 0402048507 3/a-7/15 E ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS F '- 4 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 VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 SHEET TITLE: COVER 1 1 2 1 3 4 5 I 6 7 E 9 1 10 SHW Project: Como 3113.008.00 1 1 2 3 4 4; AI 7 0 0 10 a [53 F E A C B A 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 GENERALNOTES 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 ftdt 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-T 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 Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31, HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES, 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 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 III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE 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 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURESAMPROVEMENTS, 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. 1T TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY, SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF (FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21, THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 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, "SHWGROUP ARCHITECT$ I ■NCIN[e R8 I PLANN51118 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 a G CRAIG W. J. KO'fARSKI Lie. No. 0402048507 r°p 3/X7/15 4 F E A C L /: ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS tw 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: NIA 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: NOTES & DETAILS 1 1 2 3 1 4 5 1 6 7 0 0 10 �,� SHW Project: C1.0 3113.008.00 I 2 3 1 4 1 5 I 8 7 1 8 I 9 10 "95•t ry %_.______.__ /NTf'RS,FCT 11I J li£SERVF'R RIDGE ROAD BENCH �' � _ w a _, . �� J / __.. __ _ _._ _--__ L 1- 1 1 r-- . _ CP PK NAIL .. �_ _ _ --- -- - - — _ _ _________-_ r -___ _ ' - -._ _..-_ ___ __. _.._ -=_ "- .. 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No. 0402048507 Lys 3/a�/I5 , ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 4 •r ,.aunty Pal 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 y I r- \ \ \ \ 1 t I I .__ -._..- ✓ (19.535 AC,) , 1 \ 1 ✓ , I \ \ I; e \ 12 WOOD BENCHES { I I \ % v v v\ v v I v A v I I v� IIv i i I I t 1 l ADDRESS: 3201 BERKMAR DRIVE i I vA,v / I i J v v / / v v\ v t by v A A i p d\ \ t t t l A 111 I i \. J v ,/ v v v \ ! J -" v v A DRAWN: J. WILSON & J. 8HOWALTER \ t r \ \ \ -`/ - t ` \ CHECKED: C. 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TYE TO -EXISTING ^ OF PAVEMENT�,SEE DETAIL r c SIDEWALK 1 � I TIE TO EXISTING PAVEMENT (TYP.)f / 1 G TIE TO EXISTING � -� >�-- _,_Von , CURB LJGT 1 2 3 4 b 8 7 6' CURB CUT WITH 5' CURB TRANSITION EITHER SIDE 6CURB CUT -` WITH 5' CURB TRANSITION EITHER SIDE e o ,j G F 155 O CRAIG W J. KOTAR8K1 Lio. No. 0402049507 �� 3/a7f15 ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS 4 ounty Public Schools WATERLINE SEQUENCE OF CONSTRUCTION 1. INSTALL 6"X6" TAPPING SLEEVE AND VALVE (VALVE TO REMAIN AGNOR HURT CLOSED UNTIL PRESSURE TESTING, CHLORINATION, AND BACTERIOLOGICAL FHA,I N IS COMPLETE AND PASSING), 2. INSTALL NEW MAIN, FHA, AND METER VAULT. ELEMENTARY SCHOOL RENOVATIONS AND 3. COMPLETE ALL REQUIRED TESTING AND SAMPLING ON THE NEW WATER MAIN. ADDITIONS 4. ONCE ALL TESTS PASS, OPEN THE 6" GATE VALVE AND BRING THE WATER MAIN INTO SERVICE, 3201 Berkmar Drive, S. INSTALL NEW NEW WATER MAIN ER METER AND SWITCH SERVICE TO THE Charlottesville, VA 22901 6. 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F I + I>nM v- r / / � - �- - 1 1 2 1 3 4 51 6 1 7 1 8 I 9 10 El 4�1kd<ita4oL T STD. CLASS Al EST T AP s' TH d689:00--/ ----- -- TH 2� 6.00' - JT = 586 �0GTH-� 9:0'-- - ___ , _ \ _ . TH =/18" _ ...-_.___ / / . / 7-!: - - I I _.- I ! I BERKMAR LAND TRUST DB. 1680, PG, 660 ZONED: R6 RESIDENTIAL TAX MAP PARCEL 45-91C CURRENT USE VACANT RESIDENTIAL ROBERTF SCHMUNK 01. & GLADYS E. SCHMUNK . DB. 2097, PG. 2857 ZONED. R6 RESIDENTIAL SINGLE FAMILY RESIDENTIAL 7AX MAP PARCEL 45-91D - 8' CURB CUT [ tIRRENT USE: RESIDENTIAL FLUSH WITH GUTTER FLOW LINE � 6' CURB CUT FLUSH WITH GUTTER FLOW LINE SEE SHEET C6.4 FOR DITCH CENTERLINE PROFILES I 'I O+. % 0 1 v + , �. CHANNEL �--f--t---2 00' SLOPE = 3.1 % VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) To = 10 9 min. 02 = 1.38 cfs Q10 = 1.62 cfs 2-YR VELOCITY = 3.20 FPS 10-YR DEPTH = 0.24' ROPOSED DITCH TO STIR. 204 SLOPE = 3.1% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) To = 10.9 min. Q2=112cfs Q 10 = 1.32 cfs 2-YR VELOCITY = 2.99 FPS 10-YR DEPTH = 0.21' PROPOSED DITCH TO STIR. 112 No Scale SLOPE = 1.8% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) Tc = 5.0 min. Q2 = 0.34 cfs 010 = 0.44 cfs 2-YR VELOCITY = 1.85 FPS 10-YR DEPTH = 0,15' ROPOSED DITCH TO STIR. 304 ,.,.,,..,.-- I�-'-I--1.0u' SLOPE = 5.0% VDOT STANDARD EC-2 LINED CHANNEL (VESCH TREATMENT-1) To = 12.1 min. Q2 =1,84 cfs Q10 = 2.41 cfs 2-YR VELOCITY = 4.33 FPS 10-YR DEPTH = 0.34' 10 "SHWGROUP ARCNITSCTS I SNGINS■RS I PLANNSRS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295.8200 F 434.295.8601 r G v CRMO W. J. XOTARSKI Lic, No. 0402048507 jL�p 3/a7/ 15 ,, 10 ARCHITECT NAME REGISTRATION # 1/13/2014 SCHOOLSPUBLIC 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: J. WILSON & 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 COMMENT 4/ 0/ 0 SO 3 2 14 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/Z015 C B C.= SHEET TITLE: GRADING & DRAINAGE PLAN A 011\ C5n0 SHW Project: 3113.008.00 1 I 2 1 3 f 4 1 5 6 I 7 ( g 9 I 10 r< F L= `J B off., 575 570 565 No 555 550 545 o m o o rnV n o ® rn T v ~ O r O 7:' in {V m m N pp^�1-o0 a0�L Ln �W) BAYFILTE R #2n �OCUi R vaO _,�� + +r /oNcm -j RIM 563.02 'p��•cn 2�7Z O �Op� INV IN 552.62 (99) 0rnZ�- �y� ch ?�- INV OUT 551.96 ( EX3)91-n _ .-cnr?j- �0r -L- •- r-- I 7�7 lis 58' OF 1.0' MCI Hope Hope *,37� OF 1. ' MTIN. t / WATERLINE 11 1i " RCP 84. 8" T OF DPE @ 1.33% T 109 92.05' OF j {� 1.01 % 105 TII= BAYFILTER 1 p 106.33' OF 194.gg #� TO PIPE EX3 % 15'� CLASS IV RCp: OF 99 INV 551.96 @ 1.00°h 15" RCP 44.18, @ 1.25% 15" RC F T' I STR11 - BAYFILTER #2 I I j ono O� NN .0 9+50 10+00 11+00 12+00 580 575 570 565 560 655 550 545 O N xM W to go toos °6 3 to ;o to D ' an Z 0 Lf> eTi ;� C•!^' M So�lrn Mv�r ? wC a co 0 } tO h O tCl in elp� Vtn� r+00 '°'r +r'177 r O O N ot4-ZO Oj a¢a. O �¢M ntnr_ r�nr�z z �aZ E 13+00 14+00 ova co IVf,M U)C1 to t + to to w O��ZZZp NcrnI- i 1 I i I ! -� " i 7S"SiS�� $ 32, R fi �4_ Ofi_._ 15" R P i i I f 3 STR 06 - STR 212 so �� N h 90 �m ag og La 9+50 10+00 11+00 12+00 13+00 580 575 570 565 560 555 550 645 14+00 14+50 lo7uu u�r•�•, 575 670 565 560 555 550 545 18+00 575 570 565 560 556 550 545 540 M M Y prp MNN,� � � N 60iw M + cc N CNI NtA�Z2Z Z o 0 m BAYFILTER #1 Q. ® g RIM 564.04 INV IN 554.92 (403) INV OUT 552.59 (401) i I T co 1 �-0-»...�-___..__ Nj 1 I W "-fnZ ¢ CL i '203 fi RCP j 2,70% j � e '734 - 4fi �34� \ I Op -_ �Q r STR 204 STR 4I0 to �Ij Rci nj to r, hyj 9+50 10+00 11+00 g c d M I �� N 1; iN Z+ c to of �rt7iZZOO ZT wofcpin va0. NT uils C9 •-OZ2Z �•- ZZ,O r N tnr,--- p, aQO. c I � r0?j 3 Nwr_ tn N aC V C .N.....f g' $ln " Cc; 0r LO N g a y ,; to Z g�I- N fnF-.. Nto) I- Nyrrnr- 570 570 570 570 565 565 565 685 560 660 560 580 WATE 217 555 555 555 565 550 550 550 550 9+50 10+00 11+00 12+00 12+50 9+60 10+00 11+00 a„ FIBER j WATERLINE TIC � EX. GRAD � TELEPHONE PROP. j 1 OPTIC GRADE 4" Gam,__ IN. 111 1.0'MIN. I"GAS LO' tV�IN. i2.5" LINE 6„ 217A j 43.36" OF 63.54' OF 7�. 3� O FIRELINE " I j FIRELIS R 220 -� STR 21 EX. GRADE PROP. GRADE 215 .62' OF 2" HDPE , 1.47% i STR 16 - ST , 214 12+00 575 570 565 560 555 550 545 540 13+00 13+50 N N r Q �0N Ln N N .- In 0 Is 0 NO� in 04 X N p co y •rpp mp C40 V,LI,,On1 to a LO0 ° LoZ o 0. �trn0 u�trn� 560 560 EX. GRADE PROP. GRADE 555 -_.. _ ...p.M,.. _____ x 555 550 550 28.86' OF 286P�� ) @ 3.74% �49gobpF 545 _M_ ___ _ w _ _. 545 j� STR 1124 - STR EX5 540 540 9+50 10+00 11+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'. PROFILE SCALE 0 "SHWGROUP ABONI.TICTS 11NOIN1■10 I PLANN■NS 809 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434:295.8200 F 434.295.8601 G G CRA10 W 3, XOTARSIG Lie. No. 0402048307 D ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS E'11�&! mark County ilSchools, AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agn#r-Hurt ES 011 dibon - VDOE #2-16.00-101 IFSD 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 O4130/2014 REVISED PER ACSA COMMENTS 06/20/2014 REVISED PER VDOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03127/2015 C SHEET TITLE: STORMWATER PROFILES 2 3 4 5 8 7 ( 8 9 10 oil SHW Project: C63 3113.008.00 1 I 2 I 3 1 4 ( 5 I 6 1 7 ( 6 I 9 I 10 r� H G F C5 A C A 600 595 590 585 580 575 570 565 9+50 10+00 11+00 12+00 13+00 575 570 565 560 555 EX. GRADE PROP. 1 GRADE EVIL INV T 25- ._ . ,S AT- ____- START INV INV 567.00 570.00 END INV DITCH ro STIR 204 565.50 TYP. LOPE 3.1% I STIR 204 DITCH TO STR112 STIR 112 TYP. SLOPE 3.1 0 i AND DITCH TO ST 112 no�00 ate, 9+50 10+00 11+00 575 575 570 570 565 565 560 560 555 555 12+00 800 595 590 585 580 575 570 565 14+00 14+50 i EX. GRADE PROP[ PROP[ j 'E STARTINV 570.00 TYF#. SLOPE 1.6% END INV 568.5 DITCH TO STR304 o o 9+50 10+00 575 570 565 560 555 11+00 11+60 570 CONNECTION TO BUILDING INV 563.83 565 560 555 r 550 CLEANOUT 6 STA -its. 80 TOP 565.55 INV 563.73 CLEANOUT Tw0 STA 10+g0.51 2 TOP 587.00 INV 562.64 GRAE �EX GOFDE TELEPHONE G .____ CONNECTIO-N _ TO BUILDING 1.0'MIN. APPROX. INV 56250 CONTRACTOR 3 13.31OF TO VERIFY9.50'uOF 12 - �D- cptt�e�- 4" i ucTe Go _ __.. - _--_- 3:39R 4" Duce Ion ti %@ 1.20 /0 4" Ductile Iron @ 3.57% 1.20% a g,; WATERLINE �- 4" DIP CLASS 52 JINSULATED SANITARY LINE NE ADDITION 9+50 10+00 570 565 560 555 560 12+00 HSHWGROUP ARCNITBCT$ I ■NOINilRB I PLANNt R• 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434,295.8200 F 434.295,8601 G G CRATCi W. =KOKI Lie. No. 0402048507 tp 3/X7/I5 E F ARCHITECT NAME REGISTRATION # 1/13/2014 ALBEMARLE COUNTY PUBLIC SCHOOLS "Albemarle t Pumc 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 05/20/2014 REVISED PER VOOT COMMENTS 05/27/2014 LETTER OF REVISION 02/2/2015 REVISED PER COMMENTS 03/27/2015 C 8 5 NOTE: C INLET SHAPING SHALL BE INSTALLED ON ALL DRAINAGE STRUCTURES WHERE 0 SHEET TITLE: HEIGHT EXCEEDS FOUR FEET. 0 5ff 2. POWER GAS AND TELECOMMUNICATIONS PROFILE SCALE DITCH & UTILITY PROFILES UTILITY LINES TO CROSS ABOVE STORM PIPES WITH A MINIMUM SPACING OF 0.5'. A 1 1 2 3 4 5 6 7 8 9 10 SHW Project: C6A 3113.008.00 1 2 3 4 1 6 6 7 8 9 10 A .44 ! 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 TREE CANOPY: TOTAL SITE 19.535 AC I 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 0 l_ J3 z- Y, d s ` - i - „ - „ 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 WILLOW OAK 1.5 - 1.75' CAL, B&B SINGLE STEM 370 SF 2,590 SF SHRUBS JQTY I BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT I SPACING ILE COM 17 1 ILEX CRENATA'COMPACTA' DWARF JAPANESE HOLLY 24" HT/SPRD I CONTAINER 3' OC GROUND COVERS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT ISPACING HYP CAL 151 HYPERICUM CALYCINUM 'BRIGGADOON' CREEPING ST. JOHN'S WORT 1 GAL CONTAINER Tl8" OC LIR CRE 836 LIRIOPE SPICATA CREEPING LILY TURF 1 GAL CONTAINER 12" OC TOTAL 7,751 SF 'SHWGROUP ARCNITSCTS I ■NCIN®e RS I PLANN■RS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA 22902 P 434.295,8200 F 434.296.8601 Of; G ItI +�Lic.No.,1628 Ire, .i'Z15-Za15,& nti�t�� F 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 IFB M14-05011.41 D DRAWN: J. SHOWALTER & N. BEASLEY CHECKED: N.SEASLEY SCALE: 02012 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: PLANTING PLAN A SHW Project Ll mO 3113.008.00 1 2 3 4 5 7 8 N 10 G F n C B GENERAL NOTES • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800,552,7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCEWEXITS AND PARKING AREAS ACCORDING TO PLANS $O 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. County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) 11 The foilmrine-itcrosshall beshown on-Iheplan: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); 00 Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2, Markings: 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, Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Et finmonlOncratiort and Stor•aev: Yleo y cyglpntentt, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Wrosian and tormwater Detention Devices Such devices shall not adversely affect trees to be saved. 6. Fires: X—Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. o l Materials: Toxic in shall not be stored within 100 feet of the dripline of trees to be saved. S. Pro77ciny Mail ned within 40 feet of a proposed building or grading activity shall be protected by fencing. gin place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. T Wellslo When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. e W _ 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. Tp"chirtann I")lntnclina: When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling undo-o large. tree 001 be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12• citeup: Protective fencing shall be the last items removed during the final cleanup. 13. Qamg2ed Irees: 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 r .1 REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page i of I MIN. 36" AMENDED CLEAN/ TOPSOIL 9'+ PARKING LOT ISLAND (TYP) PARKING LOT ISLAND MOUNDING 1LCH LAYER 1 SLOPE MAX IRB (TYP) RKING LOT (TYP) 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 %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL, INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING DETAIL 1 L.AT WA wwA 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 WIRE BASKET FROM TOP Ya 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 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 CONTAINER 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) 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 .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' 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 4-8" 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 V COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL "SHWGROUP ARCHITECT$ I ENGINEERS I PLANNERS 609 EAST MARKET STREET SUITE 202 CHARLOTTESVILLE, VIRGINIA22902 P 434.295,8200 F 434.295.8601 �kpL l'll fJf,'�tr_ (NEAL P. B G Uo.No.1628 'Q4Pr1 ffit `� F L•7 C B A ARCHITECT NAME REGISTRATION # 3/27/2014 cI a Letlial role, 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. SHOWALTER & N. BEASLEY CHECKED: N.SEASLEY SCALE: 02012 SHW Group ISSUE: RESUBMISSION 04/30/2014 REVISED PER COMMENTS 03/27/20 REVISED PER COMMENTS 03/25/2016 SHEET TITLE: LANDSCAPE NOTES AND DETAILS 1 F TREE CANOPY EXHIBIT 3 4 2 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 5 16 7 1 8 8 10 LIO SHW Project: 3113.008.00 1 1 2 0 4 5 6 1 7 I 8 1 9 10 on. G' F IA 1"0 C B A D-Series Size 2 LED Area Luminaire Introduction d"series The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications - r environment. 2.o ft2 ^ The D-Series distills the benefits of the latest in EPA; 0..19m') V W LED technology into a high performance, high Length: efficacy, long -life luminaire. The outstanding D7�40u toN photometric performance results in sites with Width: r3e.15" L ------- -; excellent uniformity, greater pole spacing and 7-1/2" ��i lower power density. The Size 2 is ideal for Height: n9.0am) ��- replacing 400-1000W metal halide in area lighting Weight39 Ross , applications with energy savings of up to 80% (max): (127 k9) and expected service life of over 100,000 hours. EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD Win LED 1 a , DSX2LED Forward 530 530 mA 30K 3000K TiS Type i Short MVOLTI Shippedinduded Shipped installed Shipped installed DDB%D Dark OPW 77 700 700mA 40K 40WIf2 T2S Type llShort 1203 SPA Square pole PEA NEMAtwist-lock HS House -side bronze 80CC 80LEDs t000 1000mA SOK 50009 72M Type ll Medium 2061 mounting receptacle only shield" DBLXD Black (four engirce) 11 A)1 T3S T III Shore YPe 240] BRA Round pale controls) VOTE Utdity termini DNAXD Natural mhlmtl(g DMG 0-10V dimming driver Mock" aluminum 1000 100 T3M Typelil 277 9 WBA Wall (no controls) SF Single fuse DWNXO White LEDs (four Medium 1474 bracket poi DlmmablealMcomrd- Table via AOAPils, (120, 277, DDBTX1) Tenured engines) T4M Typed 480+ SPUMBA SgNrsalre controls) 34�16 dark brooze Rotated Medium universal DS Dual switching ass DF Double Pose Textured DBLBXD Tenured optics TFTM mounOBg black 80C 80LEDs MediumForward Medium adapts' MAN Motion sensor, l5-3V a mourd4 height 48OV)40, 4B0Y) " ONATXD ;enured (four TSYS APUMBA Roundpole: BUD BI-lead TLS Tod-kssemay natural engines) Short Short unWersai switched dimming,30% ,,w„ merger lath' aluminum T55 iypeVShort mounting adapts' BL50 81-levelswl[chedsD L90 Left pticsI rotated optics DWNG%D ;enured Type Medium dimming, 5D% WhiteT5M A90 Right rotated T5W TypeVWlde optics, Template#8 To of Pole NOTES DSX2 shares a letter it" p3tIem W%h tla AERIS"' Tandy SpBBlly 0 1 Available with 80 LEDs(80C optm) bray, tlrssrpeenen When sPe0AYh0 PMea Per the lBNe helax. 2 Cm gurvamWith OWK(40K) Wavka the Prortatladtinrest. Coaultnalfor 3000K(3010 end S0co((50K)l.&I times. 0.sa" Onsims Single loft OM29AS PatW* 3 M07LTddver aperaw one, line volmga horn 120-27N(50160 F#A Sovh* 120, DM20AS tat tee° 0A13M8 Sat Or- 200, 240 or 277 oPhen only when ordering with hill eV OF oploosa. 1525' 2 qppp t2 DM48A8 481 g0°" DMBPAS 3at 1204'a' PLC51 d WA DMG,We, B1.50 WTB or IS. Abo, N/A 1000SA with CS or OCR. 5 Aodsoollso epsran.N-torrixoneory, PUMBA(BnaloU. -_ Eneri: SSA 2D 4C OMi8AS DDBXB PAe 6 Photocell ordand and shipped ae9epennlhaitem Tram Acwry Brands Comrob. Be. nottabrlex Not abi able with Its option, 7 Not getable with 347 o,48OV. Vibtuthoola G9hangd-..v:'+l gaeeowwitloseieaion of 8 SpedrwaROAMa-soled luminehewth 040VdMnmmgg opabi'4y; PER pton Prove, •«a,a-•„d adocanvM1 root. required. Not evil [able with IODOrnA 347V o,=QtS 480V. Addinevel hndwen Controls& Shields andnMen eaquirWfa R0AM6 daploymenr, must M pureheSod a.Pa'.toy Cell _ - 01047F 1.510 Ph we 'RouMpaM cop nun be 324"O.C. ma,imum. ••FornundpWemaunNngiRmonlx DBOG0426795onmailne•seroameervioamt. Not eatable with PIRN, OS, BL30, BL50, or TLS. DU347FI.5NLlt Prolptelb SSltwistlatk(347W' 9 PnvNee 507i01uminNn operation vianglnd•pwdmtdrimaontwos•P•nn PER DCR, Pig or WFB,N/A 1Ol*mA 347Y IODRPA Many, DU48015(ULN Phatoods -SSL twos-bdl(4Ny1" SCU fhoaln m " 9 P ww Mounting I N r Tenon Moun 51 tie 9 P clrculta,WAwith or ib r m Donal ev heal gone Rp I ee sold so.:,) n s dn.eN•;c coot a».Nut;u, radma. - 05Y1NS 80(U NWuaA3esARIdMNtnunk Dmming driwrstanderd. Not evellablewth�DS, TISarW78. § OWNS KKU NDDaame shield for INUD unn „ ,,,,,,,, ;, _.7r ;, 12 Dimming driver standard. MVOLT only, Not nateb4 with OCR, TLS or WTB, i PURRIA0NXDN Squat and wed pot unease mounXrq 2311. ggy,0.190 A912b290 NIA N/A WA WA 13 Aleaaveliable as a astronaut accenory, am Abnegates lnkmutrom brxktOpgyfinbh) i4 W8 not available with BL30, BL50, DS or PO, WA 347vce 480x ?hr hS12&I913 A6ry3290 NA A41369P) WA WA 15 SI!glefuse(IF7 squint 120,, 277 or 347 voltage apt.. Da1&NfwWF) request 4' ASt35190 AS138180 031 AIDS 320 AS135390 A39854N a For mare connol whom WAN:."'. and, 208, 240 or 480 voltage opton, is Wdh Tl.S option, the luminain IS no longer IP65 rol Not assi with OUR), SM, OCR or PIRH. NIA 347v or 4110h. 17 Requlne, lumineln to beS 66W with PER opIbA OrdendeMshlppedae eepaM• Iln• loon from Acuity Brands Cohn 9 For 1000mA 347, o,4Wv PER, nut ceder DLL727F 1.5 JU PhomMl SSL twi,bl90k020477Y1riles"P3edebwked afs". modgwn vertform•e _.. _.. . g One Lithonla Way • Conyers, Georgia 3OD12 • Phone: 80D.2792041 • Fax: 7709181209 • -. . ,L/11 j j/'/ ' . 0 2011-2013 yam. 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R0 11 2A 1.7 1, OP US ld 1,5 24 12 44 S4 3 A5 Aa b 4,8Eg.7 985' 12D, 1,3 bG AA 2.0 22 2.0 1.71.2 7 t5 IS 1.6 14 1.5 1.5 2.0 21 20 22 25 17 5.2 .4 2 , 25 1 03 0. 2.2 13 to9 4.3 1.8 1.6 Do 0.7 1.2 1.7 23 $.b bd R7 A bl 4A 4.3 4A'�4®®®.9 5] S !, .2 .1 ILO Y.6 1d .0 .e .3 1.9 11 1.9 2.0 t D.4 - 0,l tl 3 .6 2A 24 1.0 1.6 1, b. 7 .1 Le 1.8 1.4 26 tail 1 25 19 US . oo 1.3 S 1 1. 4 4 a 1.4 b. b,7 A b.9 1., .a 03 DS yMSD.t 2 SB US SA a 4.2 29 2.7 2.1 US 2.1 29 LB t or a4 42 D12 a2 b.3 b.1 t) 4J D., Dd Do t.0 0., D.0 D.9 .o e., bd b. b.6 de 9 .0 .a 1.8 to 2. .0 Do 21 Io 1 ve 2 A I 5 Us D2 0, or D] QI UA D] b1 U, 2.1 15 s 1.7 1.7 1.4 Qa 114 Da a .1 D, Dl 1.1 .0 A7 U9 D9 Do I 91 0., U, Ul e0 BRICK SIGN a VE �i},ay1K� lla' e e @ 0 LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts Area Luminaire, 10OW ONE 100-WATT CLEAR E- ❑ B 4 KAD 100M R4 HS MH, R4 Reflector, Full -17 METAL HALIDE, KAD_100M_R4 8500 1.00 140 a Cutoff, Houseside Shield HORIZONTAL POSITION. -HS.ies MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA DSX2 LED 100C DSX2 LED W/2'LARGE & 11 D 8 700 50K TFTM 2 MEDIUM LIGHT LED DSX2_LED_10 Absolute 1.00 218 D 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 & 11 E 9 700 50K TFTM 2 MEDIUM LIGHT LED DSX2-LED-10 Absolute 1.00 218 D MVOLT ENGINES, (2) 700mA OC-700-50K-T ,DRIVERS, 5000K LED, FTM_MVOLTJ TYPE TFTM OPTICS es DSX2 LED 100C DSX2 LED W/2LARGE & 11 J 3 700 50K T3M 2 MEDIUM LIGHT LED DSX2_LED_10 Absolute 1.00 218 0 MVOLT ENGINES, (2) 700mA OC-700-50K_T ,DRIVERS, 5000K LED, 3M-MVOLT.ie TYPE T3M OPTICS s v62.7 p D.3 SITE LIGHTING_ PLAN 2 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 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 To 6.7 fc O,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 To; N / A N / A PLAYGROUND + 0.6 fc 6.5 fc 0.0 fc N / A N / A O OO I O CD I cO I I c0 N CO CD SCALE: 1 /16" = 17-0" F M HWG ROU RCNIT■CTS I ■NOINNKRB I PLANNfp 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 23228 phone: (804)262-7323 fax: (804)262-0021 website: www.srpeng.com JOB N0: 13061 F ALBEMARLE COUNTY PUBLIC SCHOOLS E3 Nbhc Schools AGNOR HURT ELEMENTARY SCHOOL RENOVATIONS AND ADDITIONS 3201 Berkmar Drive, Charlottesville, VA 22901 Agnor-Hurt ES Addition - VOOE #2-16-00-101 IFB #2014-05011-41 �D DRAWN: TARIDKN CHECKED: TAR/DKN SCALE: As Indicated ® 2014 SHW Group ISSUE: COUNTY COMMENTS 04/15/14 100% DESIGN DEVELOPMENT 01/20/2014 90% CD REVIEW 03/14/2014 96% CD REVIEW 03/27/2014 C B -KEY PLAN (NITS) SHEET TITLE: SITE PHOTOMETRIC PLAN A SHW Project: E402 3113.008.00 1 2 1 3 4 I 5 6 7 8 9 10