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SDP202000058 Plan - Revision 2021-02-05 (2)
Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgmss. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where toplant. Jb Primary Adaptation ] Adapted in some sites Establishment: SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than inch (6.35 rum) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern Fall/Spring Mixture: Northern Mixture: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11% Annual Ryegrass 10% Durana White Clover 9% Unburied Serecia Lespedeza 5% Durana White Clover Seeding Rates. 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290 ` MADISON, GA 30650 * (706) 342-1234 * 800-277-1412 STEEP SLOPE PLANTINGS - 3:1 OR GREATER NOT TO SCALE Rain Garden Mix - ERNMX-180 Botanical Name Common Name Prim/lb 33.40 % Sch/zachynum scopanum, Itasca; MN Ecotype Little Bluestem, 'Itasca', MN Ecotype 10.41 20.00 % Elymus uirginicus, Madison' Virginia Wildrye,'Madison' 5.40 7.00 % Carex rulpfnofdea, PA Emtype Fox Sedge, PA Ecotype 24.00 5.60 % Chasmanthium lahiolium, WV Ecotype River Oats, WV Ecotype 80.00 5.50 % Echinacea purpurea Purple Coneflower 36.00 3.00 % Chamaeczista famculata, PA Ecotype Partridge Pea, PA Ecotype 6.00 3.00 % Coreopsislanceolata Lanceleaf Coreopsis 24.00 3.00 % Panicum ciandesbrnum, Tioga Deertongue, Tinge 16.84 3.00 % Panicum nodulum, PA Ecotype Redtop Panicgrass, PA Ecotype 48.00 . 3.00 % Rudbeckia hwta Blackeyed Susan 20.00 3.00 % Verbena hastata PA Ecotype Blue Vervain, PA Ecotype 32.00 2.00 % Heliopsishelianthoides, PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1.80 % Asaepiasincamata, PA Ecotype Swamp Milkweed, PA Ecotype 160.00 1.00 % Carexscopana, PA Ecotype Blunt Broom Sedge, PA Ecotype 72.00 1.00 % Senna hebecarpa, VA & WV Ecotype Wild Senna, VA & WV Ecotype 24.00 0.60 % He/enium autumnale, PA Emtype Common Sneezeweed, PA Ecotype 180.00 0.50 % Aster no✓ae,angliae, PA Ecotype New England Aster, PA Ecotype 360.00 0.50 % Aster prenanthades, PA Ecotype Zigzag Aster, PA Ecotype 360.00 0.50 % Bapasia austrafis Southern WVEcotype Blue False Indigo, Southern WV Ecotype 80.00 0.50 % Pymanthemum tenuifolium Narrowleaf Mountainmint 140.00 0.50 % zfzia aurea Golden Alexanders 240.00 0.40 % Monardafistulosa, Eortlndiantown Gap -PA Ecotype Wild Bergamot, Fort Indiantown Gap -PA Ecotype 80.00 0.30 % Eupatorium perfoliatum, PA Ecotype Boneset, PA Ecotype 160.00 0.30 % Juncus tenuis, PA Ecotype Path Rush, PA Ecotype 66.00 0.20 % Juncus efflsus Soft Rush 40.00 0.20 % Solidigi nemoialis, PA Ecotype Gray Goldenrod, PA Ecotype 360.00 0.20 % Solidago rugosa, PA Ecotype Wrinkleleaf Goldenrod, PA Ecotype 420.00 100.00 % Mix Price/lb Bulk; $31.12 Seeding Rate: 20 lb per acre with a cover crop of grain rye at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial forbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. MEADOW MIX NOT TO SCALE County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp JH-Z84-ill -297 for complete specifications) 1. The fW wwtmg items shr-y be mown on the plan• ® Trees to be saved; 63 Limits of clearing (outside dripline of trees to be saved); 63 Location and type ofprotectivefencing; lie Grade changes requiring twee wcus s weirs; 0 Proposed trenching or tunneling. beyond the limiits of cleating, 2. Markings: ® All trees to be saved shall be markmiU with P17 Tq or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marIftlinbeen inspected and approved by a Countyhispxtor, 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contracts on site. 4. Eouipment Operation and Storage: 62 Heavy equipment, vehicular traffic and storage of construction matcoaals ificludifig soil shay no lie hyn' gilbin the drtpti® of I to be saved, 6. soil Erosion arid' Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved 6. Fir ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be aimed within 100 feet of the dripline of trees to be saved. a. Protective Fencing: ® Trees to be retained within 40 fed 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 Comity Inspector prim tograding or construction,. 9. Tree Wells: ® When the ground level must be raised within the driplino of a tree to pesgm" free well shall bepr6irldedmid a construction depQ submitted for approval. 10. Tree Ways: ® When the ground level must be lowered within the dripline a tree. to be saved, a tree well shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits offelcaring, it shall be done as far away from the trunks of Nees as possible. Tunneling under a large tree shall be con_sidamil rare when it is anticipated that necessary trenching will destroy, feedemoots. 12. Cleanup: ® Protective fencing shall be the last items removed during the fry Ic Panty, 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning fertilization a other mOdWo recolnrnended by a tree specialist. NOTE: IT is TiIE pEVE E 'S RESPONSMIIHTY TO CONFER WITH UM CONTRACTOR ON TREE CONSERVkfTpN L REQIUp2E1HENT8. All n CONTRACT PURCHASER SIGNATURE - - - -" -"- SATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAi SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL` ROOTFLARE SHALL I ABOVE FINISH .lk: 1:1 SLOPE Oh PLAN - SCARIFY SIDES BEFORE PLACE IRO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 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 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 GENERAL NOTES PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE RBR 9 ACER RUBRUM RED MAPLE 2.5" CAL. B&B 452SF 4068SF BET RIV 16 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B 464SF 7424SF GIN PSG 13 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF 221SF NYS SYL 4 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151 SF 604SF PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 20430SF QUE PHE 14 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 5866SF TIL CDR 8 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2304SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL JUN EAS 145 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. IB&B 120SF 900SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY I CANOPY TOTAL COR FLO 13 1 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL., 6' HT. MIN. IB&B 1124SF 1372SF = 42189SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL ATH 26 CALYCANTHUS FLORIDUS'ATHENS' ATHENS SWEETSHRUB 24" HT./SPRD. CONTAINER 48" o.c. ILE DWA 64 ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 32 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 13 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 58 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" O.C. GRASSES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING JUN EFF 71 JUNCUS EFFUSUS SOFT RUSH 1 GAL. CONTAINER 18" o.c. PAN HEA 86 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PAN SHD 327 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 92 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER 18" o.c. HYP CAL 97 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" o.c. RUD HIR 139 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c. SED AUT 253 SEDUM X'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" o.c. PRE -CONSTRUCTION • 1. 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 SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 2. 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. • 3. 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 LANDSCAPE ARCHITECT, DO NOT PRUNE TERMINAL LEADER TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. OR BRANCH TIPS • 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • 5. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT CONSTRUCTION/INSTALLATION WRAP TRUNK PRUNE BROKEN BRANCHES • 6. 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 2-3" MULCH LAYER TO EDGE OF CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" DRIPLINE. KEEP 4-6" AWAY FROM • 7. LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND TRUNK FLARE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. ' 8. INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING BACKFILL PLANTING PIT WITH NATIVE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT SOIL. INCORPORATE SLOW -RELEASE INTERFERE WITH SIGHT DISTANCES. GRANULAR FERTILIZER • 9. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 6" SAUCER DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE 1" COMPOST LAYER BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR INSPECTIONS/GUARANTEE WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE • 10. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTAINER AND CUT CIRCLING ROOTS CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD TAMP SOIL AROUND ROOTBALL BASE PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FIRMLY WITH FOOT PRESSURE SO FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. THAT ROOTBALL DOES NOT SHIFT • 11. 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. • 12. 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. • 13. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. :W ROOT BALL 12 GAUGE GALVANIZED WIRE "\- 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 7 HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: L1.1 DETAIL PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CEP OCC 1 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 36" HT./SPRD. CONTAINER 96" o.c. CLE HUM 16 CLETHRA ALNIFOLIA'HUMMINGBIRD' / HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 36" o.c. COR KEL 8 CORNUS SERICEA'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 17 HYDRANGEA QUERCIFOLIA'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE GLA 41 ILEX GLABRA/ INKBERRY HOLLY 24" HT./SPRD. I CONTAINER 48" O.C. ILE RED 157 ILEX VERTICILLATA'RED SPRITE/ RED SPRITE WINTERBERRY 24" HT./SPRD. I CONTAINER 48" o.c. ITE SPR 97 ITEA VIRGINICA'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. I CONTAINER 36" O.C. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" O.C. CAR MRO 67 CAREX MORROWII /JAPANESE SEDGE 1 GAL. CONTAINER 18" O.C. CAR PYL 117 CAREX PENSYLVAN ICA/ PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" O.C. DES GOL 79 DESCHAMPSIA CESPITOSA'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 3 GAL. CONTAINER 30" o.c. JUN EFF 589 JUNCUS EFFUSUS / SOFT RUSH 1 GAL. CONTAINER 18" O.C. PAN SHD 114 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" O.C. SPO HET 417 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" O.C. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 87 HEUCHERA VILLOSA'AUTUMN BRIDE' / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" O.C. HYP CAL 107 HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" O.C. IRI VER 78 IRIS VERSICOLOR / BLUE FLAG 1 GAL. CONTAINER 18" O.C. LOB CAR 176 LOBELIA CARDINALIS / CARDINAL FLOWER 1 GAL. CONTAINER 18" O.C. MON MCX 34 MONARDA X'GARDENVIEW SCARLET'/ GARDENVIEW SCARLET BEE BALM 1 GAL. CONTAINER 18" O.C. OSM REG 52 OSMUNDA REGALIS / ROYAL FERN 1 GAL. CONTAINER 18" O.C. RUD FILL 230 RUDBECKIA FULGIDA FULGIDA / ORANGE CONEFLOWER 1 GAL. CONTAINER 18" O.C. SED AUT 60 SEDUM X'AUTUMN JOY' / AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" O.C. L1.2 ADD ALT 1 - COURTYARD PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING COR KEL 8 CORNUS SERICEA'KELSEYF / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 9 HYDRANGEA QUERCIFOLIA'MUNCHKIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" o.c. ILE RED 10 ILEX VERTICILLATA'RED SPRITE/ RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" o.c. ITE SPR 51 ITEA VIRGINICA'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" o.c. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" O.C. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" o.c. SPO HET 70 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 187 1 HEUCHERA VILLOSA -AUTUMN BRIDE / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" O.C. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 15 LARGE TREES 1 LARGE TREE PER 50 LF 745' 745150 = 14.9 TREES 15 TREES (11 EXISTING) PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5%OF THE PAVED PARKING AREA IS TO BE 76,687 SF 76,687 x .05 = 3,834.35 SF 3,835 SF 3,965 SF LANDSCAPED 1 LRG. OR MED. SHADE 181/10 = 18.1 SHADE 19 SHADE TREES TREE PER 10 PARKING 181 SPACES TREES 19 SHADE TREES (1 EXISTING) SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7. 9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 42,189 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 Ll0 = 83,005 SF 83,005 SF 176,343 SF(EXISTING) _ CANOPY 218,532 SF MEADOW PLANTINGS SCHEDULE MEADOW PLANTINGS SEE DETAIL #6 12,901 SF V AA D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0 00000 40 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By ',W.H III o. 14 02/05/21 F. HANCOCK F. HANCOCK M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 LANDSCAPE NOTES AND DETAILS CONSERVATION CHECKLIST NOT TO SCALE DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE L2n0 v REF. CIVIL DWGS.FOR hI IA v/ V I BASE BID AND ADD ALT. 5 1 \ I I 1 PLANS FOR ( \ _ BASKETBALL COURT 1 )/ \ --------- -- --- o \ `.� IIIIII CZ 69 ssp I I ' EXISTING SOCCER FIELD r O I ICID - /-- I \ 1 1 v J I al � I I I I I If z Ln I 1 a � If „ \ 1 00 V I 1 1 �I 10\ -qM � 0)D9 // V A v v v v I �\ z 79 `\ 8gv�LO � °^ �.a� • TIII/ 6I SEE EEA SHEET HEET IVrI AI I I II L3.1 3.1 83_�- FOR PLAYGROUND Iy / , LAYOUT AND MATERIALS PLANI Ivv �vI�\`vII Vv aI�vvgv vSo I�II- AI vvvI I\ \ \ v\1Av \ VA A\ � vv \bA\ \vv�3 v v1� \\l\v\ \v\ l\wA \t\\ �o \ If N AI I / -Z— 1 1ry c O I RELOCATED 8X8 JOO O SHED O \ cl" O 685� col"D—Il i 68ff 688— 89— 00p00 A 77 692 V\I\ \I \ 9 s J i I717 �O 693ADD ALT. 1 PLAN SHOWN. REF. CIVIL C/)\ I fI\\vo 69," SHEET C9.0 FOR BASE BID CONDITION -7 o ol cc Uf EXISTING SCHOOL BUILDING � BUILDING ADD ALT. 3 AND 4 PLAN SHOWN. REF. CIVIL SHEET C9.1 FOR BASE BID CONDITION \II1 A\I\A mIA A1� 1\I vAV 1 I�IA V VI vv v AA` \ \ �ZA -/ �v BUILDING EnADDITION 698 ADDITION FOR ADD ALT. 1 -COURTYARD LAYOUT 70� AND MATERIALS PLAN 0 0 ADD ALT. 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H III No. 14 02/05/21 1 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 OVERALL LAYOUT AND MATERIALS PLAN L3n0 ASPHALT PAINT LEGEND I I v COLOR 'A' = PALE YELLOW \ I I I I I I I I V I I I I I \ I I I I I 1 \ I I I I \ I I I I I I I I I I \ COLOR'B' =LIGHT BLUE 1 I I I 1 \ I I I I I I \ \ I COLOR'C' = ROYAL BLUE I I I 1 \ I I I ! I I I I I I \ I I I I I I I \ I 1 \ EXISTING SOCCER FIELD \ \ v ■ ■ 4" TRACK STRIPING = WHITE \ I \ \ *SUBMIT COLOR SAMPLED TO LANDSCAPE ARCHITECT ASPHALT PLAYGROUNDBORDER.T OAPPLYNLY WITHIN HE PERIMETER TRACK IS TO \ REMAIN BLACK. Cl) 00 i ° ( I 00 ILO OODI I 1 °� 1 co (o 1 � a I - I --------------------------- I I I \ / I \ \ _ r I I _ PROPOSED PLAY EQUIPMENT BASIS OF v v DESIGN: BURKE ` ADDITIONAL ACOEPTABLE MANUFACTURERS: v / I RELOCATED BENCH ! ASPHALT TRACK ' \ A KOMPAN 4" WIDE PAINTED STRIPES / / ��; 1, \ PLAYWORLD / CONCRETE STEPS � v � GQ o / / / / o o / l / ✓� '' ♦•�"" ♦ FLUSH ` \ --------------- ---< PAINTEZ7ASPHALT ♦ O - - - \ 679 PAINTED ASPHALT s�S \ f ram- - - ♦ \ 1 / / \ 680 \-COLOR'B' ................. NTED ASPHALT— / -COLOR- C ... ... ... F.LU, ... ....... .. .. .. '.. \ 6 \ �i► L....... ...... _._ ..... �9 \\ \ \ .................. . I ♦ -- ................ (90 ♦ � ............ I, ' PROPOSED I \ SWINGS' ... ! ..... ` \ \ 1 \ a _ ... rI /A ......... : I I 1 — ..;(4:v:>:`:`:`:`:':: I.. i '- - FALL ZONE RELOCA DSWINGS � ♦ "......''''' '.' \ \ \ \ \ M, I 1 RELOCATED BENCH . 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RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 PLAYGROUND LAYOUT AND MATERIALS PLAN L3n 1 680 7� ` \\ SAN \ \ \ ADD ALT. REF. CIVIL DWGS. FOR BASE BID PLAN \ CENTERLINE \ \ ' OF MOVEMENT ADDITION \ ------------- - — GPI -------- -------------- ------ ---- --------------------------------A --- \ I \ I \ m0 I \ ' \ �\ v V LANDSCAPE BED \ DECORATIVE STONE BORDER I \ \ BASE BID ITEM \ LL7 \ vv� s s99. \ \ \ \ I 11 I I I j I I I II v 69B v v \ v 681 ` \ \ \ \ \ 1 A V A 1 A 1 \ V v E8 OVN 4111 v v 1 A v \ SCALE 1/4 1'0" , I 0 4\ VAJX D O VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com 0000000 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. rbemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 Checked By Designed By Drawn By 'W.H III Wo. 14 02/05/21 1 F.HAN000K F.HAN000K M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 COURTYARD LAYOUT AND MATERIALS PLAN L3n2 FACE OF BUILDING 9" MIN. DEPTH PLAYGROUND MULCH VMDO DECORATIVE STONE BORDER 1 1/2" = 1'-0" 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT FLUSH CURB - #21A STONE BASE 3@ 28 ,500 PSI @ 28 DAYS COMPACTED RAIN GARDEN - REF. SUBGRADE - 95% CIVIL DWGS. S.P.D. 3/16" THK. STEEL EDGING \ \\ W/ 12" STAKES @ 24" O/C TURF III III III II II 111 I I I � I I I I I I I I ROT -RESISTANT —III LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE - 95% S.P.D. FLUSH CONCRETE CURB 1 112" = 1'_0" III=III=III=III=III=III— 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C LARGE CHALET STONE - 4" MIN. DEPTH ROT -RESISTANT LANDSCAPE FABRIC ROT -RESISTANT ---`_I LANDSCAPE FABRIC —1 111 IIIIIIIIII 111; TURN UP AT EDGES II�IIIII�III1, 111— STONE DUST PAVING 1 112" = 1'_0" 2" COMPACTED STONE DUST PAVING W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. EXTRUDED ASPHALT CURB LIGHT DUTY ASPHALT PAVING - REF. CIVIL DWGS.\� \� COMPACTED SUBGRADE - 95% S.P.D. PLAYGROUND EDGING - SECTION 1 1/2" = 1'-0" ADD ALTERNATE #1 IIIIIIIIIIIIIIII 11- ' I� IIIIIIIIIIII— III "I —III_, II I IIIII 111 11� I I IIII I I,11111111111� I ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 8"x8" CONT. VDOT #57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM 1 1 ' CONCRETE PAVING ' 4" COMPACTED VDOT ' #21A STONE BASE ' ' 2'-2„� 1/2" CAULKED EXP. JT ' W/ S.S. DOWEL @ 24" ' O/C ' ' CONCRETE STEPS d a ° ° ° ' SLOPE TOP OF CONC. TO a ° ° ' DRAIN ° a ° ' 5/4 x 3 IPE W/SLOTS Q _ ' 1 x 4 STRIP @ 18" O/C I III —III —I ATTACH TO 1 x 4 W/DECK CLIPS III —III —I III —I ° ° ° NO SLOTS ON a a III III —III —I —III —I EDGE PIECES - a ° a TYP. —III—III—III—III—III—III ° —III—III I I —I I I— N N °F. III III—III- STRUCT. DWGS. FOR N ° d ° _—III—III III —I WALL AND FOOTING ° a a III —III —III —III —III- DESIGN ° °° ° ° _ III —III —III —III —III N a III III —III —III —III —III ° ° ° ° III —III —III III —III —III- N ° ° � IIII III III III � N ° _ ° a � a I— III —III ° —III —III- I I —III —III —III —III —I 11 11 I—III—III—III-1 ` d ° III III ` � I I III III III I I N N —III ° ° III —III ° ° ° III —III —III ° °_ _—III—III—III—I III III— I I II I I I —III —III —III —III —III —III III —III —I I —III —I III III III III- —III —III; I l � N � 1 I I ; I III —III —III —III —III —III —III IIII;IIIIIIillllllllllilllll�,lll- � I I ' � 1 COURTYARD SEATING - SECTION ADD ALTERNATE #3 ADD ALTERNATE #1 ADD ALTERNATE #4 milli r � � � � � � � � � t It It 1• � � � � � � � � mi r � � � � � � � � � � � � � � It = � 1. 1. 1• � 1. 1. 1. 1. 1. 1. 1. 1. 1• 1 -6" SLOPE TOP OF CONC. TO ' DRAIN CONCRETE SEAT WALL ' #4 REBAR @ 12" O.C. SLOPE TOP OF CONC. TO DI ' #4 REBAR @ 12" O.C. 4 x3 IPE W/SLOTS a HORIZ. N � 2' 1 x 4 STRIP @ 18" O/CATTAC ' a 1/2" CHAMFER -TYP. d CONCRETE WALL #4 HORIZ. REBAR @ 18" O/C ' H TO 1 x 4 W/DECK ' CLIPS � d d Q #4 VERT. REBAR @ 18" O/C ' ' NO SLOTS ON ' CONCRETE WALL - SMOOTH 1/2" CAULKED EXP. JT a EDGE PIECES - FINISH ' S.S. DOWEL @ 24" ° ° a Q d 2^ c� TYP. ' O/C ° ° ° SIDEWALK a 4 � � —III— _ � ' CONCRETE PAVING °d a F = d a III III �r ° x¢ 4" COMPACTED VDOT d —III 6" VDOT #57 STONE - — a #21A STONE BASE ' WRAPPED IN ROT w 4 RESISTANT FILTER a as Q —III III III„ III III, d d III III III d III III —III —III —III —III 4" PERF. PIPE - HOLES ~ FINISH GRADE „III„ „III, ,III„ DOWN -CONNECT TO ROOF DRAINAGE SYSTEM @ 18" O/C #3' 2OLONGREBAR d d d a ° #4 HORIZ. REBAR 21" O/C @ - CONT. a a N 11 III III III III III ffi a g N1 C� d CONCRETE FOOTING O 4. a 4 4 a a d a 4 d d a 2' 0'-8" 1' CONCRETE FOOTING - 3000 PSI @ 28 DAYS COMPACTED SUBGRADE A III— 11 III-III=III -1 I_I—III—III—III, / III— ' l' , '—I � REF. STRUCT. DWGS. FOR ' #4 REBAR x 3 LONG @12 O.C. WALL AND FOOTING ' DESIGN (6) #4 REABAR - CONT. ' N CONCRETE SEAT WALL N COURTYARD PLANTING BED RETAINING WALL DINING TERRACE SEAT WALL - SECTION 8 1 1/2" = 1'-0" 6 1" = 11-01, 3 1" = 11-0" ' VMDO Architects 200 E Market Street Charlottesville, VA 22902 434.296.5684 vmdo.com •0•••00 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. • bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 ,W.HA III Wo. 14 02/05/21 IN Checked By F. HANCOCK Designed By F. HANCOCK Drawn By M. RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02 DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 DETAILS L4.0 PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - JUL 21; 4 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 1.1 - GENERAL PHASE SETUP TASKS 1.1A CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS NECESSARY UP TO FIELD 1.1B CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE EAST SIDE OF THE PROPERTY TO SOCCER AND BALL FIELDS (NOT SHOWN). MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL TIMES DURING THIS PHASE. 1.1C DEMOLISH PORTION OF EXIST WALLS TO CREATE TEMP EMERGENCY EGRESS DOORS FROM EXISTING SCHOOL (TO REMAIN UNTIL PHASE 4) (TYP. OF 2) 1.2 - DRILL WELLFIELD 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. (PROVIDE INTERMEDIATE COURSE OF ASPHALT INITIALLY; FINAL COURSE IN PHASE 4) 1.3A INSTALL STORMWATER STRUCTURES AND PIPE 1.313 INSTALL CURBS 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL YEAR (MID-JUNE) 1.4 - BUILD DOAS CLOSET IN EXISTING LEVEL 01 BREEZEWAY (JUN-JUL) 1.5 - BUILD NEW PLAYGROUND & ADJACENT SITE WORK (JUN-JUL) PHASE 2: NEW CONSTRUCTION (APR 21 - JUL 22:16 MONTHS) 2.1 - GENERAL PHASE SETUP TASKS (MUST OCCUR PRIOR TO START OF SCHOOL) 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) 2.1 B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS STAIR 01 IS CONSTRUCTED. ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY EGRESS STAIR 01. 2.1 D ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 2.1 E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK. 2.2 - NEW CLASSROOM WING AND MOVEMENT ADDITION 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) 2.3 - NEW KITCHEN ADDITION 2.3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE EXISTING UNDERGROUND OIL TANK (SEE CIVIL AND MECH.) 2.313 HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) 2.4 - NEW WORK IN EXISTING BOILER ROOM (LEVEL 1) PHASE 3: SUMMER 1 RENOVATION (JUN 21 - JUL 21: 2 MONTHS 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 3.OB - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 3.1 -ADMIN SUITE RENOVATIONS 3.2 - LIBRARY EXPANSION (RENOVATION) PHASE 4: SUMMER 2 RENOVATION (JUN 22 - JUL 22; 2 MONTHS) DE -MOBILIZE CONTRACTOR TRAILERS 4.1 - LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION AFTER OWNER REMOVES EXG. EQUIPMENT. 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) 4.4 - PARKING LOT IMPROVEMENTS 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW COURTYARD AT TEMPORARY EGRESS LOCATIONS 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE EXISTING CONSTRUCTION 1 A BETWEEN EXIST QUICK START TENNIS &MEADOW w U z w LL Y IFE-fl q U 0 GC SHALL P N T OU (2) DUMPSTER ICH TO RE ACCESS TO SCHO L STAFF Al TII PHASE 2 (ENTIRE PROJECT DURATION) OOo 0 0 0 0 \ 0 SIM 0 2.1B U MAINTAIN + PROTECT O THIS EXIST EGRESS PATH UNTIL 2.1 B COMPLETE A SEE VIL FOR SILT • FE CE QUIR • ` `� ALO TH DGE *sell % 2.2 s• % all •� STWHIP i PLA TINGS TO I 1 o PRO CTED AT OO � ad >' r... CONTRACTOR VEHICULAR ACCESS TO THIS � �......_ •... . AREA NOT PERMITTED DURING DROP-OFF I •.•:•:: PICK-UP TIMES; COORDINATE WITH OWNER "b / • E&S CONTROL & SWM ELEMENT (SEE CIVIL) / • • • SUPERINTENDENTS , 0 TRAILER O ______ ' ' ----- •-- -------------------- ------------------- • I b TEMPORARY HAUL ROAD L L PROPOSED PHASING SCHEDULE: 2021 2022 APR I MAY JUN JUL I AUG ISEP IOCT NCIVI DEC IJAN IFEB MAR APR MAY I JUN I JUL I AUG PHASE 1 APR'21-JUL'21 PHASE 2 APR'21-JUL'22 PHASE 3 JUN'21-JUL'21 PHASE 4 JUN '22 - JUL'22 NOTE: FOR ADDITIONAL INFORMATION AND DATE, SEE "SUPPLEMENTAL GENERAL CONDITIONS" OF THE PROJECT MANUAL. •��� ` LLTI ES • % V Ivx D O VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 At emarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Proiect Number 1284 COS I TMCKHM Lie. No. 011680 of Fx* z/ Checked By KAT Drawn By BP, TJ ISSUES AND REVISIONS i • ••� NO. SUBMITTAL ••••.. „•� 1 SCHEMATIC DESIGN PRICING SET SEE CIVIL FOR SILT FENCE REQUIREMENTS 2 DESIGN DEVELOPMENT B LONG THIS EDGE 3 75% CONSTRUCTION DOCUMENTS 4 90% CONSTRUCTION DOCUMENTS 5 BID DOCUMENTS LEGEND O CONTRACTOR STAGING, STORAGE, & PARKING © CONSTRUCTION ENTRANCE N� PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAYIYEAR ■ BUILDING ADDITION AREAS ■ BUILDING RENOVATION AREAS 1 TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) CAR DROP-OFF I PICK-UP ROUTE BUS DROP-OFF I PICK-UP ROUTE PHASING DIAGRAMS - PHASES 1 & 2 G005 DATE 29 MAY 2020 04 SEP. 2020 20 NOV. 2020 18 DEC. 2020 09 FEB. 2021 G s PROPOSED PHASING PLAN: PHASE 1: SUMMER 1 SITEWORK (APR 21 - JUL 21: 4 MONTHS) INSTALL ALL SAFETY BARRICADES (SITEWORK) 1.1 - GENERAL PHASE SETUP TASKS 1.1A CONTRACTOR TRAILER AREA TO UTILIZE EXISTING GRAVEL LOT; EXPAND AS NECESSARY UP TO FIELD 1.1 B CONTRACTOR TO INSTALL GRAVEL ROAD FOR EMERGENCY ACCESS TO THE EAST SIDE OF THE PROPERTY TO SOCCER AND BALL FIELDS (NOT SHOWN). MAINTAIN CLEAR VEHICULAR PASSAGE AT ALL TIMES DURING THIS PHASE. 1.1C DEMOLISH PORTION OF EXIST WALLS TO CREATE TEMP EMERGENCY EGRESS DOORS FROM EXISTING SCHOOL (TO REMAIN UNTIL PHASE 4) (TYP. OF 2) 1.2 - DRILL WELLFIELD 1.3 - BUILD NEW BUS LOOP AND ROAD TO CROZET AVE. (PROVIDE INTERMEDIATE COURSE OF ASPHALT INITIALLY; FINAL COURSE IN PHASE 4) 1.3A INSTALL STORMWATER STRUCTURES AND PIPE 1.3B INSTALL CURBS 1.3C HATCHED AREA MUST REMAIN CLEAR AND UNDISTURBED UNTIL END OF SCHOOL YEAR(MIDJUNE) 1.4 - BUILD DOAS CLOSET IN EXISTING LEVEL 01 BREEZEWAY (JUN-JUL) PHASE 2: NEW CONSTRUCTION (APR 21 - JUL 22:16 MONTHS) 2.1 - GENERAL PHASE SETUP TASKS (MUST OCCUR PRIOR TO START OF SCHOOL) 2.1A INSTALL DUST PARTITIONS AND SAFETY BARRICADES (AT ALL LEVELS ADJ TO NEW WORK) 2.1 B ERECT TEMPORARY EGRESS STAIR 01 & CONSTRUCTION BARRIERS (WALLS & ROOF) FROM 1995 WING UPPER LEVEL. EXISTING EXTERIOR EGRESS STAIR AND PATH TO BE PROTECTED FROM NEW CONSTRUCTION & REMAIN OPERATIONAL UNTIL TEMP EGRESS STAIR 01 IS CONSTRUCTED. ERECT NEW TEMP EGRESS DOOR FROM EXIST LOWER LEVEL 2.1C MAINTAIN SAFE EGRESS PATH FROM EXISTING EGRESS DOORS AT SOUTH WALL OF GYM AT ALL TIMES. COORDINATE THIS PATH WITH EXIST SITE STAIRS AND NEW TEMPORARY EGRESS STAIR 01. 2.1 D ERECT TEMPORARY EGRESS STAIR 02 (WITH ROOF) AT EXIST AFTER -SCHOOL OFFICE. 2.1 E ERECT CONSTRUCTION BARRIERS ALONG ENTIRE LENGTH OF EGRESS PATH TO SIDEWALK. 2.2 - NEW CLASSROOM WING AND MOVEMENT ADDITION 2.2A DEMOLISH EXISTING 1995 ADDITION EXTERIOR EGRESS STAIR (ONCE TEMP EGRESS STAIR 01 IN PLACE & SAFE) 2.3 - NEW KITCHEN ADDITION 2.3A PROVIDE TEMPORARY ABOVE GROUND OIL TANK PRIOR TO THE REMOVAL OF THE EXISTING UNDERGROUND OIL TANK (SEE CIVIL AND MECH.) 2.313 HATCHED AREA MUST REMAIN CLEAR FOR ALL SCHOOL TRAFFIC DURING SCHOOL DAY) PHASE 3: SUMMER 1 RENOVATION (JUN 21 - JUL 21: 2 MONTHS 3.OA - INSTALL DUST PARTITIONS AND SAFETY BARRICADES 3.OB - EXIST CAFETERIA TO SERVE AS TEMP ADMIN DURING SUMMER RENO 3.1 -ADMIN SUITE RENOVATIONS 3.2 - LIBRARY EXPANSION (RENOVATION) PHASE 4: SUMMER 2 RENOVATION (JUN 22 - JUL 22: 2 MONTHS) DE -MOBILIZE CONTRACTOR TRAILERS 4.1 - LEVEL 01 & 02 EXIST CLASSROOM MECH AND ARCH WORK 4.2 - RENOVATE EXIST KITCHEN AS DINING EXPANSION AFTER OWNER REMOVES EXG. EQUIPMENT. 4.3 - FINAL ASPHALT TOP COAT (BUS LOOP AND ENTRY ROAD) 4.4 - PARKING LOT IMPROVEMENTS 4.5 - BUILD PROPOSED OUTDOOR BASKETBALL COURT & COMPLETE SIDEWALK CONNECTIONS TO TENNIS AND SCHOOL NETWORK 4.6 - REMOVE CONSTRUCTION BARRIERS & COMPLETE NEW COURTYARD AT TEMPORARY EGRESS LOCATIONS 4.7 - REMOVE TEMPORARY EGRESS COMPONENTS & RESTORE EXISTING CONSTRUCTION PROPOSED PHASING SCHEDULE: 2021 2022 APR I MAY I JUN JUL AUG I SEP OCT NOV I DEC I JAN FEB MAR I APR I MAY JUN JUL AUG PHASE 1 APR'21 - JUL'21 PHASE 2 APR'21 - JUL'22 PHASE 3 JUN'21-JUL'21 PHASE 4 JUN '22 - JUL'22 NOTE: FOR ADDITIONAL INFORMATION AND DATE, SEE "SUPPLEMENTAL GENERAL CONDITIONS" OF THE PROJECT MANUAL. LEGEND O CONTRACTOR STAGING, STORAGE, & PARKING © CONSTRUCTION ENTRANCE M� PROPOSED CONSTRUCTION FENCE AREA AVAILABLE FOR CONTRACTOR (FOR EACH PHASE) AREA TO REMAIN CLEAR & UNOBSTRUCTED DURING SCHOOL DAY/YEAR ■ BUILDING ADDITION AREAS ■ BUILDING RENOVATION AREAS 1 TEMPORARY EGRESS ROUTES (TO BE PROTECTED FOR DURATION OF PHASE/PROJECT) CAR DROP-OFF / PICK-UP ROUTE BUS DROP-OFF / PICK-UP ROUTE V Ivx D O VMDO Architects vmdo.com 434.296.5684 200 E Market Street 2000 Pennsylvania Ave NW Ste 7000 Charlottesville, VA 22902 Washington, DC 20006 bemarle County Public Schools ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number C4 A.THACKER Lie. No. 011680 of Fx* Z/ 002-34-00-101 1284 Checked By KAT Drawn By BP, TJ ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 SCHEMATIC DESIGN PRICING SET 29 MAY 2020 2 DESIGN DEVELOPMENT 04 SEP. 2020 3 75% CONSTRUCTION DOCUMENTS 20 NOV. 2020 4 90% CONSTRUCTION DOCUMENTS 18 DEC. 2020 5 BID DOCUMENTS 09 FEB. 2021 PHASING DIAGRAMS - PHASES 3 & 4 G006 1.5 - BUILD NEW PLAYGROUND &ADJACENT SITE WORK (JUN-JUL) 2.4 - NEW WORK IN EXISTING BOILER ROOM (LEVEL 1) (EXIST. i — LIGHT FIXTURE SCHEDULE P TYPE DESCRIPTION BASIS OF DESIGN TYPE 3 DISTRIBUTION LED COOPER ARV—C40—D—T3 OP1 AREA LIGHT WITH FULL CUT—OFF ON 20 FOOT TALL POLE EXISTING TYPE 3 COOPERJ,RV EXISTING DISTRIBUTION LED AREA LIGHT WITH FULL CUT—OFF V M 1) VIA DO Architects vmdo.com 434.296.5684 200 E Market Street 120018th Street NW Ste 700 Charlottesville, VA 22902 Washington, DC 20036 • •.•0 CMTA • • • 10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 f 502 326.2691 v .crnta.com ounty Public Schools ALBERMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 Client Project Number 002-34-00-101 VMDO Proiect Number 1284 `PITH OF ROBERT 90� ANTHONY Z HANS y Lic. No. Checked By DDY Drawn By DDY ISSUES AND REVISIONS NO. 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HANS > Lic. No. . Checked B Y DDY Drawn BY DDY ISSUES AND REVISIONS NO. SUBMIITAL 2 PERMIT RE- SUBMITTAL SITE LIGHTING CALCULATIONS DATE OS.PEB.2021 ES101 Prevail XL Prevail Lumark PRV / PRV-XL Prevail LED Area / Site Luminaire Typical Applications Outdoor • Parking Lots • Walkways' Roadways - Building Areas A10 Interactive Menu P77r��oSSdccuct Certifications. 13`1:1 FCC • Ordering Information Pagel IM, O °nnea-' Lai® • Mounting Details pages • Optical Configurations pages • Product Specifications Page 3 • Energy and Performance Data page4 Product Features of Control Options pages �Ql r.rrnsa Grv.wn na.a_.. Quick Facts all Lumen packages range from 7100 48,600 lumens(SOW 350 W) • Replaces 70W up to 1°OOOW HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85%versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Proven L 13-15116' 1354mm1 J Prevail XL COOPER LightingP a a A PSSOOWI EN page ' gFSl _'-, (_20 I l pi AN4 Ordering Information SAMPLENUMBER: PRV-XL-C75-D-UNV-T4-SA-1IZ Plnlofq a'l Clair LED) 7.LOD Nominal LNnens C25-(2 LESS)13.100 Nominal Lumens C40=(2 LEDs)17,100 Nominal Lumens Call LEDs) 20,000 Nominal Lumens pRVYt=Prevel XL C75=(4 LED) 261DO Nominal Lumens CWO=(411 11,000 Nominal Lumens 1125- a LED 36,000 Nominal Lumens 11" 1LEI 43,f 00 Nominal lumens Ct75=6LED 48,600 Nauru all Lumens DPOrmming(01UV) UKVndntyml(120277V) 72=Typeu N7=347V T3=type tit 4EW48DVT4=Type IV TS=Type V 7030.70 CRI I3000K CCT I 7050=70m/Sta CCTr HSS=Hwee Slde ShieM • LW -Optics Waled 90' Left R10:0ptace Amet" 90' Right 1getI DIIV UL 1449 Fused Surge Proleclmm e Dee 2oMSP=20kV MDV Surge Protective Delete 20N=20kV UL 1449 Fined Surge ProlMwe Dena HA=50'C High Ariblem Temperature' PEA-NEMA 3 PIN Tumnlock Pholoconnol RecePUde PER7•NEMA 7-PIN ladstlock Pow«onnd INCicucle MSPIDIM-Ln•Intepated Sens. for Dimming Operation, S' -12' Mounding Heighl MWIDIM-1.30melegratM Sena for Dimmmg Ceremony, 12'- 30' Moummp Heigh a• 11114"L/2=4n4egrated Sell. ONIOFF Gperahon 8' -12' Moaing Height -- PASP•LMOntegraled Sensor ON10FF Dimming Operation, 12'- 3a Mounding Height a' NSID1 -L20=Motion Sensorfw Dlmmmg Operation, So- 20' Mounting Height a' MSML4U0W, .ion Sector tat Crooning OpwaUon, 21' - 46 Mounting Nagging- SA-Surnaro Versatile Arm AP+CnPy YA=MAPt Ann BZ=binnlY WM=Vann Mount Arm 8N=Black DP=Dale Platinum GM•Geatle Metallic WH White cC=coastal ConslrucUan nvwm-xY=Wall Mourn Ka' PRYMA-XX=Mast Arm Maunling Ka' PRVSA.XX=Standard Ann Mounting KII' PRVXLSA•XX:SIaMard Arm Ma.g Me (far Prevell XLJ" PRVXLWWU,Wall Mount M g. Prerad XU 1' PRVML -XL-M.,] Arm Mowesg Mt(tor Illegal Xlu" MA1010-YX=single Terwn Adaptertar3-1/r0.CTe an M1 o11-XX•2@1B0' Te«n All fail 3IW O,0 Tow, MA1017-XX=Sdn91e Terron Adapter for 2-3/8' 0.0. Tenon MA1015-0=2@180' Tenn Map]. fail 23B' Off Tenon HSIVEeO-Hwme Side Shield f n W03419-Venial Glare Shiek. Fmnl/9acY" VOS-SgE•Vertical Clam ShNN Side" OIURA1013•PhotoConaol Shorting Cap aA20,1014=NEMA Phol000nlrol - 12DV OVIIA101"EMA PIWI«onrrol - MuhDTap 105205V OA/RA120s •NEMA Pholaconnol - UN MS-L20=Motion Sensor f. ON/OFF Operation, 9'- 29 Mounting Height " OA/AA/027MEMA Wwt«onttol-4BDV MS' 140W=Molian Sensor for ON/OFF OpenUon nIM 21'-40'MPug NegAl•" ISNN-01=lnitgroied Sensor Programming Renmla• ZD=DALenffiled 4-PIN TW IstloA Re[eptsde •"'• FS111-100=Wieless Configurational Tod for Occupancy S hgg e" ZUt• V S.I.-enabled "IN Tonmtbck Receptacle' ".a SWm4-XX-Wavebn Wireless Sam., 7' -15' Mou fi g Height It S 44112-Wwelm. WaNess Sensor, T- 15' Moumng Heopla• 111213, t• SNPOS-Y%•waveLms nuekas Seneca 15'-10'MoleNeg HNgM't SWPDSXX-WavAma Wheless Sensor. IT- 40' Mounting Heghl •" """ WOLC-M-18A, Wawtms Outdoor Control MOW, (7PIN) M L"-LW=Enlghled Wireless SenmL Wide Lens far B' - 16' Maunling Helghle'$ LWR LN=EnLgM1'a Wheless Sens«,Nanaw lens for 16'-4g Mounllnq HelgMa" ($in Table Bebw)'Wmm5ale Integrated N .rk Security Camara 'a17 1 2s: 1. UsWmwmmwaa letontlhaeoing lowwndmfimi iorpfithrcPmaMiltylanewicAiFNawre Iw tleWa 2 sabmaan OKOCTelelmMgnerlin9Y[lylh+n[mfilm polo 0nd6a1wrcOmpahallllYlwaPPl1[Nionn Rn1w10 Iwn1411mmwNClwnfaMPNPwhIN pepsWP51)a01EN IOr vetlieenN [Vppnll [IIOrmMlon 3. swWera laooxccr aft ]«M. 4. Only(ericaaa ea6V WyeawC Pwwm6 dlbrwerMungrwnMdsnleme,ImpHenw grwneld eplemf ariOmPr gNVMeetlplwne kommomt Rnaeob IM1m WefeINw Wve 6PIIR dbe<PAaw Mqn "I OeM1a sae t.O Wase Lowy Wwnntl DStn dard CCT 5. Lee, Fail caelet Nesen praew+•ebmeInd nao-falFar corn. a. Ne, a nw i aghctaly m.l.Bea NweP Side Shlemwl wnable nm+6 enrrbYkM OF Caa IVmen prl.pe 2 Mal smishewen CNlumenpe[ta9e. J. 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Factory Installed Spml SIM Cited Stock Ordering Information PRViPrevatl e/5=11LED) 7,100 Nominal Lumens UNV=UnIwUM (12O27N) 13=TWa111 MSPI011F130=Inleryated Sens.for Dimming Operation,MMlmum 30'MounlMp Height C25-2 LED519100 Nominal Lumens 347=34N• T4-TW.N Gk(2 LEDs 17ADD Nomnallumens Cie_2lEDs 20.000 Nominal Lumens PINS-KL•P,wro,l XL C75-(4 LED126.100 N.ninal Lumens DIOW (4lECC) 31,000 Nammal lumens C115. 4 LED))) 36,000 Nammal lumens Class 6 LED 41.100 Nwmal Lumen Ct76. 6 LED 48.600 Nwnmal tumors Imns: 1. All lroekrompwaUme artmR'Mnd awwROegl, aroma noon, m0 iiKMdem! sunewa yer9etlle mpunllig cum. 2, wbarNhW mmvSwn6pnrtwmCll. C13.Ua aCm COOPER PSSGGUIIEN Paget Lighting Soklticns Energy and Performance Data Power and Lumens (PRV) Power(Wafts) Input Current @ 120V (A) 52 0.43 96 0.80 131 1-09 153 1.32 Input Current @277V(A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0.30 0.41 DAB Input Current @ 480V (A) 0.12 0.22 0.30 0.35 Distribution Type II 4GOOK Lumens 7.123 13,205 17,172 20,083 BUG Rating B2-UOG2 B2-UO-G2 63-UO-G3 83-UO-G3 3000K Lumens 400aK Lumens 6,994 7.111 IZ965 13,183 16.860 17,144 19.718 20,050 Type III BUG Rating BI-UO-G2 824.10-03 83-UO-G4 B3-UD-G4 3000K Lumens 6.982 12944 16,832 19.686 4000K Lumens 7.088 1 13,140 17,087 19,9" Type IV BUG Rating Bl-UOG3 82-UO-04 82-UO-G4 B3-UO-GS 3000K Lumens 6.959 1Z901 16.777 19,621 4000K Lumens 7,576 14.045 18,264 21,360 Type V BUG Rating 63-0003 841f0-G3 84-UO-G4 B5L0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Power and Lumens (PRV-XL) Power (Watts) 176 ft 217 i 264 285 346 Input Current @ 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A) 0.54 0.66 0.79 0.84 1 V2 input Current @ 480V (A) 040 0.48 0.57 0.62 0.74 Distribution 4000K Lumens 26263 31,231 36.503 41,349 48,876 Type II BUG Rating B3-UG-G3 83-UO-G4 84-UOG4 B4-U0-G4 B4-U0-GS 3000K Lumens 25,786 30.664 35,840 40,598 47,989 4000K Lumens 26,120 31,061 36,304 41,124 48,610 Type III BUG Rating 83-UO-GS 834J0-GS 83L0-GS B4-U0.G5 B4.UO.GS 3000K Lumens 25,646 30,497 35,645 40,377 47,727 4000K Lumens 26,098 31,035 1 36,274 41,089 48,569 Type IV BUG Rating 83a)bG5 83-UO-GS 83-UOG5 63-UOGS 84L1OG5 3000K Lumens 25,624 30,471 35,615 40,343 47.687 4GOOK Lumens 28,129 33,450 39,097 44,287 52.349 Type BUG Rating 85-UDG5 05470-G5 854MG5 85-UOG5 85-UGGS 3000K Lumens 27,618 32.843 38.387 43.483 51.398 (� COOPER Lighting PRV / PRV-XL Prevail Lumen Maintenance Lumen 10•C 1,02 15•C 1.01 25•C 1.00 40•C 0.99 Mounting Details Pole Mount Arm (PRV) Wall Mount (PRV) Pole Mount Arm (PRV-XL) Wall Mount (PRV-XL) aid � MF211t Versatile Mount System Italmml `1152ra lJ 6. LI_._.. I152mmIJ Most Arm Mount (PRV) Mast Arm Mount (PRV-XL) 2- IF 3 1Y 6 �( O.D. 1 Q ]anoint ODD. I L 1 L 1153mm I *L183.m l 1188MMI 11041. Mounting Configurations and EPA* Malt For 2 PRVY .-,ad n 90, «9unn minaum 1' a9mm or P round ,ok Iw helve...... Pon }PRV-xl'a noumed et w°, m9mrn mrwmum a- ww.....nand pith tar L.Ivrt demance CuNmmn le roP°n(sPihRleW@toe elrgmeerrng dnlyale Io cenfnm Pele W liawe mmpol6.liq tart/®}.pPliceli... WY MoIIrN EEPPAA OMaIRrt B9121 RR �WN EPA 25(PRV)RV EPA Arm1Q Par ®90' EPA 2 13 PRV-XL) EEPA 1. (PRV-J(LJ EPA M63 S �R)90 t_=M @�Flm + Optical Configurations PRV-CIS PRV•C257C407c6o PRV-%L•C75/C10a7C125 PRV n1 15D/C175 (71 '%.mmal Lumen.) (13.100/17.100,20.000 (26,10D731p00/36,30ONumimi Lumens) (41,100/48,600 Nominal Lumens) Nwnma9el Lumens)4 d� �p 00 11 UD ��� (as 000 Product Specifications Construction • Singleplece dle-cast aluminum housing • Tethered die-cast aluminum door Optics is Dark Sky Approved (3000K CCT and warmer only) is Precision molded polycarbonate optics Electrical • -40'C minimum operating temperature is 40'C maximum operating temperature • a.9 power factor is <209;total harmonic distortion Class 1 electronic drivers have expected Ice of 100.000 hours with at%failure rate • 0-1 OV dimming driver Is standard with leads external to the fixture Mounting • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-112' to 4-7/8' • A knock -cut on the standard mounting arm enables round pole mounting is Prevail: 3G vibration rated • Prevail XL MOST Arm: 3G vibration rated • Prevail XL Standard Arm; 1.5G vibration rated Finish • Flve-stage super TGIC polyester powder coat paint, 25 ml I nominal thickness Shipping Data • Prevail 20 Ibs (9,09 kgs ) • prevail 5145 His. (20.41 kgs J (jO) COOPPER PN50000IEN page3 Lighting Control Options 0-10V (D) The dimming option provides 0-1 OV dimming wire leads for use with a lighting control panel or other control method, Photh c trol (PER and PERT) Phmocontrol receptacles provide a flexible solution to enable'dusk-to-dawn lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the lummaire housing. When a sensor fordimmmg operation (/DIM) option is selected, the lummaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the lummaire returns to full light output. When a sensor for ON/OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for "dusk-to-dawd' control or 'daylight harvesting'. We: For MSP sensors, the factory preset is ON (Enabled). and for MS sensors, the factory preset is OFF (Disabled) The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay. sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8'40' Free mot ng heghn hem 8' to 12': 11, G * 12 20 15 10 5 0 5 10 15 20 Coverage She Am IFe t 3u 22 lb rb a Zb w 11 su Coverage She Am (Feet) 20 18 16 12 9 6 3 0 3 6 9 12 15 18 20 5D dD 30 20 10 0 10 20 30 40 SO Covers" She Arse IFcen Coverage Side Aua 4i ti WavaLlne Wksims Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based con IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communicatlon (Including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-71FT-10A) A photocontrol that enables astronomic or time -based schedules to provide ON. OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out -of -box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sal (SWPD4 and SWPDS) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing- These sensors can be factory installed or field -installed via simple, tool -less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW)- These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of one activity detected. These occupancy sensors include an integral photocell for'dusk-to-dawn" control or daylight harvesting that is factory -enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from T-40'. 40 30 20 10 0 t0 20 30 40 Coverage SIM Ales beer: Enllghted Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Enlighted System is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps Thal make it simple and help optimize the use of other resources beyond lighting Fwm mfing Ireghts from S W TV(LWR-LW) 0 0/000�, 19 24 is s 0 a is 24 40 30 20 10 0 10 20 30 40 Covmge She Aw (Fcea Comra9e Side Ana IFeen LadmMmSNs (LD) The LumenSafe integrated network camera is a streamlined, outdoarteady camera that provides high definition video surveillance. This IF camera solution Is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminane- LumenSafe features factory -installed power and networking gear in a variety of networking options allowing secuany integrators to design the optimal solution for active surveillance. p W U Mgw0 *duUPm 0202D Caoper i gi v, Sd,rwna COOPER 112, Hp ry GA,Wn an RonaRe wwo L iI1J{'r IFN page4 wF4a oo3@6a solonceaal ant emeoo., 1;9U!"-11 F'R Vage5 _ Lightlne Solution. [rnw.ce[pMmonn'. n a141n1 to sMpe cum eat aw. V M 1 VMDO Architects vmdo.com 434.296.5684 )O 200 E Market Street 120018th Street NW Ste 700 Charlottesville, VA 22902 Washington, DC 20036 CMTA 10411 Meeting Street, Prospect, Kentucky 40059 502 326.3085 1502 326.2691 www.cmta.com • ounty Public Schools ALBERMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Ave, Crozet, VA 22932 Client Project Number 002-34-00-101 VMDO Pmiect Number 1284 �jLTH Op V ROBERT ANTHONY Z HANS y Lic. No. _ Checked By DDY Drawn By DDY ISSUES AND REVISIONS NO. SUBMITTAL 2 PERMIT RE- SUBMITTAL SITE LIGHTING FIXTURE CUTSHEETS DATE 05.FEB.2021 ES102