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HomeMy WebLinkAboutSDP201600016 Plan - Approved 2016-05-24EI DI CI AI 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. KOTARSKICTIMMONS. COM TAX MAP PARCEL: 60-78A LIMITS OF DISTURBANCE: 4,950 SF ZONING: RA, EC, AIA MAGISTERIAL DISTRICT: JACK JOUETT SOURCE TOPOGRAPHY: TIMMONS GROUP, FEB 2016 BENCHMARK: EXISTING BUILDING ELEVATION = 563.33 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING HEIGHT: IN (ADDITION) BUILDING AREA: 1,619 SF PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 499.74 SF WETLAND IMPACTS: NONE WATER SUPPLY: ACSA DRAINAGE DISTRICT: SOUTH FORK RIVANNA RIVER THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN, THE PROJECT SITE IS WITHIN A WATER SUPPLY PROTECTION DISTRICT. 3 4 5 SACK JOUETT MIDDLE SCHOOL SECURITY IMPROVEMENTS SDP 201600016 MINOR SITE PLAN AMENDMENT TO SDP200500137 COUNTY OF ALBEMARLE, VIRGINIA JACK JOUETT DISTRICT 3/16/2016 1019 101 T tOt b 1'V4` FARM � FtIVA,Ni�A �i1C1QE !"' I " • .Sallelflde Aw#ai3rss bs� ROSL'YN RIDGE - eER�tA+t�iA `, .'� FIEtOSROOK 14 IVY IVY 010GtE PAMCT LOCATION Y,qd lt�IiNTREE a , 631 OW ` TOINS00016 �'`'_��rta�teet+wiMe ��, ■�pw.u�Pw� � °� & �;,,l��l�i�t 54�= � R i o G w *C or, tax 0d1K �PORESi ;. taw, 61iT orompu HILLS ice'®N d I V'E !: EARS L : AARE 1El.D M . �R!T FAR&#SAIMACKS c� WEST CONPOS eS '' a `Jen C$1 ThiCobr. sVA- . ` Barrack's •R.� VICINITY MAP SCALE 111:2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 CONTACT: ]OE LETTERI 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: 434-964-7148 TOTAL - 3 SHEETS Submittal Type Reviewed and Approved by the Community Development Department Date 0/Z44 114* >=tre# SDI' 2 o tlo • Dom. t,�.� Signature C=3 SheetIndex Sheet Number Sheet Title C0.0 COVER C1.0 SITE PLAN AND PROFILES E201 SITE LIGHTING CALCULATIONS TOTAL - 3 SHEETS Submittal Type Reviewed and Approved by the Community Development Department Date 0/Z44 114* >=tre# SDI' 2 o tlo • Dom. t,�.� Signature C=3 U us RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �QAtTli O,� , � 7 cal. J.11;0I'ARSTa C Lic. No. 0402048507 0 a Z 5 WO 20 >_ oWU a �U J _ m �CL 0 W W -' O Z 2= < V �z C U� W Ws V W �WJ W W m > 0 m 0 U 0 W 'O oc a o SHEET C0.0 B wy wc� O WW WW a N M W0 1zU G m 1� M 04 cab cab � N N O N z _0 � o Y N W W v z U us RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �QAtTli O,� , � 7 cal. J.11;0I'ARSTa C Lic. No. 0402048507 0 a Z 5 WO 20 >_ oWU a �U J _ m �CL 0 W W -' O Z 2= < V �z C U� W Ws V W �WJ W W m > 0 m 0 U 0 W 'O oc a o SHEET C0.0 B N M O � � o W v z W O V5 o v o a o U us RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �QAtTli O,� , � 7 cal. J.11;0I'ARSTa C Lic. No. 0402048507 0 a Z 5 WO 20 >_ oWU a �U J _ m �CL 0 W W -' O Z 2= < V �z C U� W Ws V W �WJ W W m > 0 m 0 U 0 W 'O oc a o SHEET C0.0 B L FBI C B A I 1 I 2 I TMP 60-78A COUNTY OF ALBEMARLE SCHOOL BOARD DB. 287, PG. 414 ZONED: RA (RURAL AREAS) 662 25, (SITE ADDRESS. 210 LAMBS LANE) X 56231 561 A3 561 66 SIGN: , # NO PARKING' I LIMITS OF II DISTURBANCE (GRASS) k = 4950 SF imamI � I � I ....� .,�,.... TP I X 662 �1 a I (BLD. LINE) i SF 563?q 63 A0 i' x 562 22 f ✓ REMOVE REMOVE LSA rod 663 20, M" jRETAINER (MULCH) `� 62 21 66183 I REMOVELSA 5623a 5 y63 Og' In (MULCH) I 661 ��ti FFE=563.33' 9.7'(W) h REMOVE 562 5x SAWCUT TRIPLE DOOR WALKWA Y CANOPY SIDEWALK (12.6 W) METAL REMOVE I 561 63.32' 10. I CONC. SW CURB \ I 63. 51' RAMP 6606 I X5 6 W/ DWS LIM� gA' ` REMOVE SF 43 RREMOVEAND METAL COLUMN REPLACE 0.50' X a m, ON REMOVEAND REMOVE 10* CHERRY 1.0 1.12' CONC. BASE 24 CHERRY X 562 9 REPLACE x 562 �8 LSA H S STRUCTURE X 56281' (MULCH 1 LEVEL BRICK 312' y6g 20 563 56 REMOVE [' SCHOOL FACILITY 56 , X (MULCH) LSX 563 � ✓� REMOVE AND REPLACE 'JACK JOUETT M.S. 10.5 SW ✓ SIGN (WOOD FRAME): REMOVEcod 'JACKJOUETT M.S.' 3 (10 WIOOD� RETAINER ✓ �' X 662 80 LSA 40' k4fiLWy / � � _ - � X 562 6 / � 1 � METAL COLUMN (MULCH) X5 / 56 � i 0.50' x 0.33' ON CONC. SW / Po" APLE 1.0'x 1.12' CONC. BASE 6 2 6 (TYP.) 14 TOTAL, ° X SF TP 562 8�� THIS STRUCTURE X662.42 6 ° w TP ommm� wmmm� ommmmm SIDEWALK / WALKWAY CANOPY 12.6 562" X 6627 9.7'06) ( FFE=563.33' ---• ' W) METAL CONC. SW I 562? X TRIPLE DOOR 11' 563 31 63' / I 6ao 2 62, ... WOOD RETAINED? _ ., �" . ", • _ . 562 66 r 563 A6' 663 AZ (0,45'W) TYP y ��........,,.,,.....,...,..,.. _ _ f (BLD. LINE) 56 I SCALE 1"=10' I 3 I 4 I 5 TMP 60-78A COUNTY OF ALBEMARLE SCHOOL BOARD LEGEND DB. 287, PG. 414 0 CLEAN-OUT ZONED: RA (RURAL AREAS) o- WATER SPIGOT 662 25, (SITE ADDRESS: 210 LAMBS LANE) o> L GHTPOLE X SIGN NR EDGE OF PAVEMENT (EP) �` � - - G _ --- --- -- UNDERGROUND OAS UT/L/TY REPLACED SARGENT CHERRY TREE 66231 1 a3' A DECIDUOUS TREE MIN INSTALLED SIZE 6'-7' g61 g6 56 LSA LANDSCAPEARE4 CONC. CONCRETE SW SIDEWALK � 1 II LIMITS OF + ,� i DISTURBANCE (GRASS) = 4950 SF I � I � � I Al SF I SURVEYNOTES: i X EX 562. 1. THE PURPOSE OF THIS SURVEY IS TO DEPICT 66 2 ✓ TOPOGRAPHIC FEATURES OFA PORTION OF THE 563.0563 A6 J If JACK JOUETT MIDDLE SCHOOL SITE LOCATED AT Zo' h� < . ' 4 • ♦hAULCH9D 62 21 56155 i 210 LAMBS LANE, ALBEMARLE COUNTY, VA, TAX AREA'' < X I MAP 60, PARCEL 78A. < <8' 2. HORIZONTAL DATUM /S BASED ON NAM NA 5633g' t < y ✓ /t `, < , '• t I 56 h� 2011), VIRGINIA STATE GRID, SOUTH ZONE. 1 < 4 R <' SAi / • ' • < < •. VERTICAL DATUM /S BASED ON NAVD 88. DATUMs < 4' TI1 1, ESTABLISHED THROUGH LEICA SmartNst RTK II FFE 563.33 23 S'I�ISET�I►A 56 I OBSERVATIONS. 50 o. I 563.33 ! CZTRB I x 563' I _ ! EX 562.36 I RAMP 66196 I I MISS UTILITY TICKET INITIATED, TICKET NO. X663,0 1= = = - - - , J _ _ x 667.51 W1 DWS\ AMM01623 NO UNDERGROUND UTILITY INVESTIGATION BEYOND /NFORMM77ON PROVIDED SF \ `\� SS UTILITY HAS BEEN CODUCTED BY THIS FIRM. I NO UTIL 77 SE OBSERVEDIMARKED DURING \ SURVEY. 583.08 I I 582.95 562.59 662 ae 4. THIS /S NOTA BOUNDARY SURVEY. NO x 562 X PROPERTY DELINEATIONS RESEARCHED, X 56281 RECOVERED, OR IMPLIED. NO TITLE REPORT 56312' 3 2° I REPLACED SIGN FURNISHED. EASEMENTS MAY EXIST WHICHARE NOT SHOWN HEREON. Ir X I I 562.85 _ _58285 X662- ' SS Al GROUTED X 562 a0 6 BBlkAMTONE RIPRAP X5 564 1 562J3 (5X5) TYP. CONC. SW 1 I' �?0" APL I 43 \ SF I 6 582.51 42' 6" D W I � � Tp 628 � X562. TP 56331, 663-46' mwmw� R= y4" CONTROL JOINT SPACED AT WIDTH OF WALK v, / 562.23, 62 25 ,'•.' �;. �;.•; ?..� � ,,� : •, ; , ,•, % . CONC. SW X5 X662'2 •: «' EXPANSION JOINT AT MAX OF 30', WITH ' PREMOLDED EXPANSION FILLER 311' I •. .:� '}.'•,, ,. 2 •.;' WOOD RETAINEE? A2 (0.45' W) TYP. �� �... . .............. ........ . ... � 663 32, 563 I . SCALE 1"=10' CONC. WALK I� I� EXISTING CO DITI S & DEMOLITION 0 la ,�� , o' ITE PLAN o lo' GENERAL NOTES 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. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. 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. e. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D)121.13. 7. 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. 8. IF PRECAST 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. 9. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS 10. OTHERWISE NOTED. 11. 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, 12. 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 14800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 13. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (WA) 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY . 16. 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. 17, THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS, 18. 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). 19. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (WA) 20. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 21. 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, 22. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 23. SLOPE OF 0.004 fL/fL 24. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S. 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). -,i62-u, LANDSCAPE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 1-I U 1.•-I l-1 I-! o 0 000 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN V ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. O NO SCALE 3.38 TREE PROTECTION No Scar n 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 Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE PLANTING No Scale 7 I 62 09 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. 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 STORMINATER 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. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. I V U-N"Ir. 1 &-I ROOT BALL 12 GAUGE GALVANIZED WIRE �- 3-2"4" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"X2" HARDWOOD STAKE, 2'-0" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER iltel•]iT11141:11 • - - PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL ■ A •. '' %:1. 1' �.•• ., .1' • •�•. .., .•,'�'..' •. ,. ;• •.i •. 7.1 ...: .• . ••. •• '�' ., COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. . CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale I C t k 1. SET THE STAKES. Fes --"-I 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE' ALONG THE LINE OF STAKES. 4" 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLC *NEST FLOW INSTALLATION (PERSPECTIVE VIEW) -, POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (W/O WIRE SUPPORT) No some rJ E Wy W� F IL CL N 4 M � a. w IZ w IZ `N L c� cb cb Ix0 cc0 O !R m N 4 M � � V `N L c� cb cb 0 O O Q Z N CR O_ O Y � !R N 4 M � � V L 0 o V W UJ O IL W Z V1 o o IO �G w v ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �t,p►'LTR ob U maw r. xoraRSxt C Lic. No. 0402048507 0 w w co Z 5 w0 20 woU a 2U a U w W J Z O =) hoz co w w5 Z 0 � � -Q0 gV CL w� wmI w O Jw -n Q C/) V Z a o SHEET C1.0 B A K H F C B n 1 1 3 DOSTING ewi.o�ic 4 5 7 8-Po.o 40.0 ILE SCHOOL BOARD PG. 414 IRAL AREAS) '10 LAMBS LANE) 40.0 40.0 40.8 cumn RAMS P' DWS 40.0 CONC. SW 0 CONC. 40.1 A O'PO'0 SchwMe Symbol Label Quardy Manufacturer Catalog Number Deetxlptbn Lamp Number Fasnams Lumens Per Light Loss Wage X Serfacetronddteadcappevvblm WST LID 1 Oneenom 7NuAopillm 5112 typell MWtIT, SAlppedislubd wippedbaNw Lampe Lamp Factor S43 Type It 120, MR* SMA"moil D/DE 3 Lithonle Lighting WST LED 1 10A700/40K WST LED WITH 1 MODULE, 10 LED 1 WST LED 1 10A70 2011.523 1 24 10000150K 50ODK Mi NW Swfue_mmod OF Dordrle km (200,240.48W) SM MVOLT LED's, 700mA DRIVER, 4000K TMa�7bldttllersutlMroalswlMiertt aaroaswNhpolrtrrywWllareNark9 anMera tileulspalftk p UOMCaaatotr'ID*WWpodra.Nttalrenlerisofftprohativili Ne 0 40K SR3_MVOLT backbaw ON O-Wdlmnirtgd0w(nocontroh) DSSXD Sandstone mail pmry_ k"Nim"1 oenusNow* todtaeaoaepatrryt 347 LITS W tt 5 degrees COLOR TEMPERATURE, TYPE 3 LENS 00M Textured dark brow NwiesaledrspualfplalwiafsRtebrlodwlerlaeoANryooRMtbntat2S'G be � ud"pt gIeaare. LeadtbeeswlM fll seNaedealRdtwNh furlsEM011111111W. WL4 30LEZ1LPS40 WW Viet location door for up orkVition, DILM textured black 2 Llthorde Lighting WL4 20L LPS40 WL4 412000 NOMINAL LUMENS LED 1 WL4-20L—LP840.1n 2254.558 1 18,7 F DS Dullswitchq' DWKW TexturedwNte 4WW NIOOEMG miLl9k **11111 lewd* DSSTXD lexturedwWone for"withpurs"Supply 7 978 564.37 FLAGPOLE IN DIA fMA- FLAG-PULE 2 t 3 1 4 l 5 I 6 l 7 8 10 11 WST LEDs WSTLED Architectural Wall Sconce r 16008 2 Is Ne DE Inb oducdon The classic Architectural Wall Sconce is now gtialonlp available with the latest in LED technology. The spearesult is a long -life, maintenance -free product with Lamin irta K typical energy savings of 75% compared to metal Lumin4dre Op Box {BB1M Aide versions. The integral battery backup option 0aa m) Fbi�k� nO.2cm) provides emergency egress lighting, without the Vnd*a 16-1/4• VVWMU 5-1/2» use of a back -box or remote gear, so installations f4).3cm) (ta.ocm) maintain their aesthetic integrity. Coptle 23. cm) f?apNla ((38 f~ The WST LED is ideal for replacing existing 50- i i bs W lbsa 3/4- NPT p 175W metal halide wall -mounted products. The expected service life is 20+ears of nighttime use. �- Conduit Y `- H O W D e ' ' EXAMPLE: WST LED 210A700/40K SR3 MVOLT DDBTXD MID 1 'IO MONO SM AM E:LCW DOE= ;:==beektq WLCW op11oN a y to tM kankteire - rho exarnal howkq rwPdredt This dealgrh eernr9. oparaUott udtle ntakpirdrrg do assdndn of the product. 111 ttiCW adore kt�elugekNasan trtdapotdse►t seewWwy driver with an ir*Wsl reky to km adWWy datset oempornhrt ndwdrtey That drip ffawures mitt = M tnodrr andarelillellsobothainones 008 - r gtMrpntatheaa dPA 701NEC 2008 - 700,15 The ernerwo" battery will power the kxeinaker for s mktimwn duration of 90 ininuto onwknum duration of dvee twteai�� op vwr kxN per International Building Code Section 1006 and NFPA 101 Life So" Code Section 7.9, kst+kt w mounted a an epproprate heVA and Iktrninew an open space with no rrhaja The eewnplas below ah" iurninomm of 1 fc average and 0.1 k mk*ftm of"single ertgitte Type N product in 'm'rg'ncy nom' V MN 12' MMI r .,- WST =11 t0A700I40K SIM MIVOLT ELCW ° `Y 10 x 10 OrldNnss V and 12' teoueta8 8*44 ,:. sr tl ,coria 1 ti4MOLT driver opeirstes an any ren "It"t ban 120.277V W60 Hd. 120.20e. 240 a 277 optica y w on ordainp with photonl Ofuakhp (SF Ofq, a dual swhdthty (D3y. 2 AAy 1 be adwod eeparstay a an aaewory: Ex: WSUWW 00!X0 U. Mutt+P«+ti crush. 3 Mum be ordered wide fixbtrei carrtot be %ld instated. 4 Net avaNabM with MVOLT option. tkNtart plhotocea (PE) carr be ordered wits deetcaiad whspa apd, Sigle fuse (Sni requires 120.277 a 347 vokow option. Double fire OR requires 20C 240 or 480 voltage optiorh S Not awNable with 480V option 14a available vitt motonhmblettt 09M aeraor �. d Integral batterypack is rated for •2W to 60"C opaatim Imperatore. ELCW warranty k t, ot ear period. Navalable with 347V a V. 4WNot aveNaba with WLU. 7 W U not awl" with PIR or ELCW. 8 Sp111t» SensorSveitch SFOD 7.ODP eamtol (photaal irdudadf; see Motion Sensor Guido for details. khck+dee ambartt IgM sensor. Not $104111 a wits "PE" option (button type photoeelq blmntkg ddwr standard. Not &sit a with VVLU, Vii a YV0. 1pht 9 or SWSO � e circuits ap! tNot evallsblevia two � engkie drWm ,MMYOU 1111 WLU. SF, or DF Aust-11Wshwt be tin erne fa nn both drbm. Vaoder= phatoa8�a notion sena 0%, o* to primary power source leads veil be cornroleel "MOMIA one Ldwrtis Way • Conyers, Georgia 30012 • Phone. 800.279.8041 • Fax; 770.918.1209 a www k1horna.c0rn WSTLED L/Ai/4 "NO 0 2011-2015 Acuity Brands Lighting, lnc, AN r4ft reserved Rev. 08/11 /1 S A,urmamA L/G/5/nim- FEATURES alt SPECIFICATIONS MIl W—Fallot"mvA ig,tfe Wahailomll.TMWLaoRlb ms4 jplLEDN9Adlg Bud 00* tecb oOD W A WO"*WAW "ft 11110P eo der to MOI WOPAW Wd-WO IwNksMefa9��lapp MlM�grM➢M+�fMlreasbgrllelldeilldlsnt � �p • � Ngo �161f I alit t MOhhr NNdtRt eRd slsghglle. pNsiwr<IMN—NotsiRE trait terasdileRl code-'wOe slerfL fkkaclorbfetakledNtakcatendspleddk165[0ale(151�MIOnildfNiS�rRllklkAlwfe. (Math) fllnrrenaMO AeRunoMgkd ELX WNW LEDAetterypack (Mads) DewaNtte dl! -pall cud cps Psoride ailed Ilabory ©SERIES F— MMMW� Flubk AK mew parts at plat -platted in Oft pelye w powder we for woo, %" its and DMdSOFbmredkrsaupprodNtat50% EUa �Uk telNtnnOpAtdbtrblaitn. rwllal6«Sod= Melvin M am — ARpoct r waw Klsa MW fareatc air awl MW fur aupefiar 10 abtrI sditywuent' aulwslillrNef6ucy. X Serfacetronddteadcappevvblm WST LID 1 Oneenom 7NuAopillm 5112 typell MWtIT, SAlppedislubd wippedbaNw D06XD Dark6rorw 00LEDs) 101JOY30K MIN S43 Type It 120, MR* SMA"moil rE PltowkiricAbutiontype "' NW Black 4• 2 Two erlghtes 070111" 400% SM )y 206' show nparaedy a SF Sktgk f W (120.277, 347V) ' ONAXD mural alumktum LolsRMtrrgsrsfrt Wk�oehlutnwen�ruertts�RtellknN6Nppr10esaalolr/Mat sow ftNNeR allpotb rRakNaks/ewdletpSasn Nfe, (20 LEDs) 10000150K 50ODK Mi NW Swfue_mmod OF Dordrle km (200,240.48W) DWNKD Witte LalfNis—f3l►cef66eltoNleetui audealladlalsSldabfctsrflrRpkatol TMa�7bldttllersutlMroalswlMiertt aaroaswNhpolrtrrywWllareNark9 anMera tileulspalftk p UOMCaaatotr'ID*WWpodra.Nttalrenlerisofftprohativili Ne 2771 backbaw ON O-Wdlmnirtgd0w(nocontroh) DSSXD Sandstone mail pmry_ k"Nim"1 oenusNow* todtaeaoaepatrryt 347 LITS W tt 5 degrees a(W Emergency battery WON' 00M Textured dark brow NwiesaledrspualfplalwiafsRtebrlodwlerlaeoANryooRMtbntat2S'G arRomwwft 1Msapden�irtaliesuis *mdwwMtlas�rcasRlaMcaltt/ud/leerNg6tMws—wMasr wkdw � ud"pt gIeaare. LeadtbeeswlM fll seNaedealRdtwNh furlsEM011111111W. WL4 30LEZ1LPS40 WW Viet location door for up orkVition, DILM textured black Mtl4 4'waN-urooatLED 2a 2000kalR Alank) MYOLIM-271tl) 0 #M"dhR wt%O-10V LEts30 3000K (Met} Now* 480 00 MK N60 Miplrtr�dU60lbiankurRanapeareot Pitt Moonlambleni light sense' DNATXD Textured natural alumloom LM O SOOOK NOOEMG tlJgkwkh80lkh1loeRlRarppenl— DS Dullswitchq' DWKW TexturedwNte NIOOEMG miLl9k **11111 lewd* DSSTXD lexturedwWone for"withpurs"Supply trap" per' V6 Vandalguard W6 illregum ;:==beektq WLCW op11oN a y to tM kankteire - rho exarnal howkq rwPdredt This dealgrh eernr9. oparaUott udtle ntakpirdrrg do assdndn of the product. 111 ttiCW adore kt�elugekNasan trtdapotdse►t seewWwy driver with an ir*Wsl reky to km adWWy datset oempornhrt ndwdrtey That drip ffawures mitt = M tnodrr andarelillellsobothainones 008 - r gtMrpntatheaa dPA 701NEC 2008 - 700,15 The ernerwo" battery will power the kxeinaker for s mktimwn duration of 90 ininuto onwknum duration of dvee twteai�� op vwr kxN per International Building Code Section 1006 and NFPA 101 Life So" Code Section 7.9, kst+kt w mounted a an epproprate heVA and Iktrninew an open space with no rrhaja The eewnplas below ah" iurninomm of 1 fc average and 0.1 k mk*ftm of"single ertgitte Type N product in 'm'rg'ncy nom' V MN 12' MMI r .,- WST =11 t0A700I40K SIM MIVOLT ELCW ° `Y 10 x 10 OrldNnss V and 12' teoueta8 8*44 ,:. sr tl ,coria 1 ti4MOLT driver opeirstes an any ren "It"t ban 120.277V W60 Hd. 120.20e. 240 a 277 optica y w on ordainp with photonl Ofuakhp (SF Ofq, a dual swhdthty (D3y. 2 AAy 1 be adwod eeparstay a an aaewory: Ex: WSUWW 00!X0 U. Mutt+P«+ti crush. 3 Mum be ordered wide fixbtrei carrtot be %ld instated. 4 Net avaNabM with MVOLT option. tkNtart plhotocea (PE) carr be ordered wits deetcaiad whspa apd, Sigle fuse (Sni requires 120.277 a 347 vokow option. Double fire OR requires 20C 240 or 480 voltage optiorh S Not awNable with 480V option 14a available vitt motonhmblettt 09M aeraor �. d Integral batterypack is rated for •2W to 60"C opaatim Imperatore. ELCW warranty k t, ot ear period. Navalable with 347V a V. 4WNot aveNaba with WLU. 7 W U not awl" with PIR or ELCW. 8 Sp111t» SensorSveitch SFOD 7.ODP eamtol (photaal irdudadf; see Motion Sensor Guido for details. khck+dee ambartt IgM sensor. Not $104111 a wits "PE" option (button type photoeelq blmntkg ddwr standard. Not &sit a with VVLU, Vii a YV0. 1pht 9 or SWSO � e circuits ap! tNot evallsblevia two � engkie drWm ,MMYOU 1111 WLU. SF, or DF Aust-11Wshwt be tin erne fa nn both drbm. Vaoder= phatoa8�a notion sena 0%, o* to primary power source leads veil be cornroleel "MOMIA one Ldwrtis Way • Conyers, Georgia 30012 • Phone. 800.279.8041 • Fax; 770.918.1209 a www k1horna.c0rn WSTLED L/Ai/4 "NO 0 2011-2015 Acuity Brands Lighting, lnc, AN r4ft reserved Rev. 08/11 /1 S A,urmamA L/G/5/nim- FEATURES alt SPECIFICATIONS MIl W—Fallot"mvA ig,tfe Wahailomll.TMWLaoRlb ms4 jplLEDN9Adlg Bud 00* tecb oOD W A WO"*WAW "ft 11110P eo der to MOI WOPAW Wd-WO IwNksMefa9��lapp MlM�grM➢M+�fMlreasbgrllelldeilldlsnt � �p • � Ngo �161f I alit t MOhhr NNdtRt eRd slsghglle. pNsiwr<IMN—NotsiRE trait terasdileRl code-'wOe slerfL fkkaclorbfetakledNtakcatendspleddk165[0ale(151�MIOnildfNiS�rRllklkAlwfe. (Math) fllnrrenaMO AeRunoMgkd ELX WNW LEDAetterypack (Mads) DewaNtte dl! -pall cud cps Psoride ailed Ilabory ©SERIES F— MMMW� Flubk AK mew parts at plat -platted in Oft pelye w powder we for woo, %" its and DMdSOFbmredkrsaupprodNtat50% EUa �Uk telNtnnOpAtdbtrblaitn. rwllal6«Sod= Melvin M am — ARpoct r waw Klsa MW fareatc air awl MW fur aupefiar 10 abtrI sditywuent' aulwslillrNef6ucy. X Serfacetronddteadcappevvblm XADNS7 XlbMt'"Wkde twtraNeraadnMaeWlifloccp>I mull wleh>erfe�oewldi MpM�e6aalresaMMlle9ralesMaM11MLEDMelpesandlllYorRdy A607 SewSwlaA'MSD7MRkMt"eaullwAystaWl ELle,.GIL—LoRr6kLEDs caalNwNAM�eedeRgMlen IleMdewaNelMlbraM�wglf WL4 aKltNMla6eRfa aMIIde1 ssrkctKk 90%LFD ANReII asYNtRalaat40,000 hots tt90i160.000l. 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This optlou provides upakr MOMNrp capiMlillkii lar coma. ceRfl atku ad trrstour WHO* NwiesaledrspualfplalwiafsRtebrlodwlerlaeoANryooRMtbntat2S'G arRomwwft 1Msapden�irtaliesuis *mdwwMtlas�rcasRlaMcaltt/ud/leerNg6tMws—wMasr wkdw � ud"pt gIeaare. LeadtbeeswlM fll seNaedealRdtwNh furlsEM011111111W. WL4 30LEZ1LPS40 Wt4 Mtl4 4'waN-urooatLED 2a 2000kalR Alank) MYOLIM-271tl) 0 #M"dhR wt%O-10V LEts30 3000K (Met} Now* 3a 3o66MIlM 341 10 0 em"ausaoderk.0.101f 00 MK N60 Miplrtr�dU60lbiankurRanapeareot IOL 40001UMM SLD Step-Mteldkiuokw LP640 4000K N100 eLIpINWlthootlus mututpeNsrlttN LM O SOOOK NOOEMG tlJgkwkh80lkh1loeRlRarppenl— for at wkh pmaw supply NIOOEMG miLl9k for"withpurs"Supply trap" per' NES7 SeusaSwlscMdx7MKktteyralaallparlrysensa' (Math) fllnrrenaMO AeRunoMgkd ELX WNW LEDAetterypack (Mads) OWSeRsasrdM•dSMR7dwltediRebWrAitepraletcup>uryrceunol` DNd10 ibtplredlulsbappodRlaaeylOM O� seellk F— MMMW� NESIADQ( Se SwiklteOraoatlparlrysefsawNh DMdSOFbmredkrsaupprodNtat50% EUa �Uk eici*� Oraukt�tl00hp1IerNl;see XADS7 ><P 111111Meksscat uderad 300'Metcepelcrand sditywuent' p t' X Serfacetronddteadcappevvblm XADNS7 XlbMt'"Wkde twtraNeraadnMaeWlifloccp>I mull photocet scene ("Nn NlAalgl`'' A607 SewSwlaA'MSD7MRkMt"eaullwAystaWl ttreaa 1 AtlradraakkaaaeelpM. 3 MpMsNllsrNtot. 9 at�ateslld/o«atesa 2 NNarsNrlktNg111111IM'1NatleiswtlUjttatlees i SdsctMlawfOwiRlwsettttaogsetsal"brtldsoteea 10 MetrYassocttpecywattolFares"tYM`YNtdextdMfJdraU Stsltmllasdek 1 nlfeMEMbNbMMaYe+anaaetlsltM+rblNOsl(jtI 7 6aawrsyertMtYtIN.M4ldrrsalHilsaawbdseMy taplwse/alMlaeaf�, iterrrwlt.Mwtbpa*bdtswasepa;WMwNW MAP smririliffltaft 11 UNAM akvAtk)471L eatld8slars. 8 NxanttlkrrMbE2LsrStA 12 hraldlaMulpMlBnhkeswktbArdlNenwalf�kn 4 SaNuelrsleasleatVemiastttkabir las LED WL4-LED Each outdoor luminaire equipped with a lamp that emits 3,000 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 or rural areas zoning districts shall not exceed ane -half footcandle c7 10 11 12 12 K J H G ARCHITECTOt PC SW ASN MdOfl� � ! F ts0W7-K7 DINESH K. Llc. No. SHEET E201 Cts C A M F— cn O p V1 Y ce ~ K J H G ARCHITECTOt PC SW ASN MdOfl� � ! F ts0W7-K7 DINESH K. Llc. No. SHEET E201 Cts C A ~ Lv W LJ Z < O !f1 W Q L1J O !L D O U K J H G ARCHITECTOt PC SW ASN MdOfl� � ! F ts0W7-K7 DINESH K. Llc. No. SHEET E201 Cts C A