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HomeMy WebLinkAboutSE202000004 Letter of Revision 2 2020-06-11LEGEND EXIST NEW DESCRIPTION 165 1 x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD RD ROOF DRAIN =S=— SEWER LINE 6"w 6"w WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE UGE UGE UNDERGROUND ELECTRIC OHT OHT OVERHEAD TELEPHONE LINE UGT UGT UNDERGROUND TELEPHONE LINE ---- ---- GAS CONDUIT — DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C E PLUG 9"v WATER VALVE & BOX ♦ 4- FIRE HYDRANT ® WATER METER I IGHT POI F UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE _______ VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT -- CONSTRUCTION EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT — — — — — ACCESS EASEMENT STORM DRAINAGE EASEMENT GAS LINE EASEMENT LANDSCAPING EASEMENT ^^ TREE LINE �-- •— FENCE STREAM 312 — 12 — INTERVAL CONTOUR 300 01- — INDEX CONTOUR CG-2 CC-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a� CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT — CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 HANDICAP PARKING LETTER OF REVISION #2 FOR HAN5EN ROAD CHURCH TMP 07600-00-00-073A[5, SDP 201600003 RIVANNA DISTRICT, ALt5EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"= 0art�r� Tnww� F ark � v FONTANA $� CONDOS 17 r Vol moilticell#() COTTAGES? JEFFERSON HTS, CONDOS ASHCRO 1 IMAGE PROVIDED BY GOOGLE MAPS T X SHEET C I -COVER 511EE SHEET C3 -EXISTING CONDITIONS DEMO SHEET C4 -EXISTING EASEMENTS �E-�C��,6b�RVIEW SIGHT DISTANCE LINES 5HEET 2 NFFT �- - - SITE PLAN SHEET 3 **Su��T_GRADING PLAN SHEET 4 V5H - AN SC PIN PL NJ C - N C IN L � T S SHEET C I I -LIGHTING PLAN SHEET C 12 -DRAINAGE MAP SHEET C 13 - STORMPIPE PROFILES AND DETAILS SHEET C 14 - WATER * SEWER PROFILES AND DETAILS SHEET C 15 -SITE DETAILS SHEET C 16- 19 -RETAINING WALL DETAILS SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL DATE OWNER / DEVELOPER Owner: Point Church 1428 Greenbrier Place Charlottesville VA, 22901 Developer: Core Real Estate and Development 195 Riverbend Drive Charlottesville VA, 22911 ZONING Planned Development Mixed Commercial Entrance Corridor (EC) Steep Slopes — Managed Parcel, Owner Impacted by Site Plan: 78-73AA, Albemarle Land LLC 78-73131+, Hansen Road Professional Center LLC et al. 78-3A6+, Virginia School Boards Association et al. Original Approved ZMA 1998-20 Amended ZMA 2002-08 ZMA 2018-2 Owner Subject to Four Party Road Improvement Agreement dated 09/21 /1998, Deed Book 1899 Pg. 402 LEGAL REFERENCE TMP 07800-00-00-073AB — DB 4416 PG 460 DB 4786/17 PLAT BENCHMARK Benchmark for topographic survey is the top of a sewer manhole located northeast of the site. Elev. = 536.95' Datum: NAVD88 SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Commonwealth Land Surveying 319 Rio Road W Charlottesville, VA 22901 2/6/17 Additional topography provided by Albemarle County GIS BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. Proposed Height: (Church) 34' SETBACKS Front Max: 30' from right of way or exterior edge of sidewalk if outside right of way Front Min: 10' from right of way or exterior edge of sidewalk if outside right of way *Note: Setbacks shown on the plans are measured from the private street easement from both Rolkin Road and Hansen Road Side & Rear: Adjacent to RA district boundary, residential, or Monticello Historic District Building Min. 50', Max. None Parking Min. 20', Max. None Adjacent to commercial or industrial Structure shall be constructed and separated in accordance with current edition of Building Code. EXISTING USE Vacant Land PROPOSED USE 28,246 SF Church with Associated Parking FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO289D), this property does not lie within the Zone AE 1QQ.;.year flood plain. _ WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by Albemarle County Service Authority. Backflow prevention measures shall be installed in accordance with ACSA Standards. WATERSHED This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics are included on Sheet C10. LAND USE SCHEDULE EXISTING Area % Road 29,833 SF 11.15% Sidewalk 10,839 SF 4.05% Open space 226,863 SF 84.80% Total= 267,535 SF (6.14 ac.) PROPOSED Area % Building 11,402 SF 8.19% Pavement 109,816 SF 78.91 % Walkways 17,948 SF 12.90% Impervious area 139,166 SF 52.02% Open space 128,369 SF 47.98.% Total= 267,535 SF (6.14 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. ITE TRIP COUNT Trip Generation Manual, 10th Edition AM PM Use Description ITE Qty in out Total in out Total Church Sunday Peak Hour 560 28246 sf 142 153 295 Church Weekday 560 28246 sf 10 8 18 16 10 25 REQUIRED IMPROVEMENTS In the event that the owner of the adjacent property TMP 78-73A1, which holds a stormwater easement across TMP 78-73AB as shown on this site plan, were to damage or destroy any of the required improvements shown on this site plan (including but not limited to parking areas, access aisles, curb and gutter, retaining walls, landscaping, as well as storm drain pipes and structures) the owner of TMP 78-73AB would be fully responsible for the reconstruction of the improvements or in violation of this site plan. NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION 16 RISERS ® 0.5' WITH 42" HANDRAILS ADD STEEL PLATE OVER CG-6 FOR PEDESTRIAN ACCESS STRUCTURE Al RELOCATED APPROXIMATELY 50' DOWN HANSEN ROAD Ex. GiantPntps- RETAINING WALL MAX HEIGHT 5.5' ELECTRIC TRANSFORMER ❑ I 1 pprox. Sign cation I I ,III ,I - 7 1 3'1 LETTER OF REVISION NARRATIVE: 1. TWO HANDICAP PARKING SPACES WERE RELOCATED. THE PARKING AREA IN FRONT OF THE CHURCH BUILDING IS NOW A LOADING AREA WITH ONLY ONE HANDICAP SPACE. A NEW CG-12 & TWO RELOCATED MUTCD R7-8 SIGNS IN NEW LOCATION. 2. THE PARKING CALCULATIONS HAVE BEEN UPDATED ACCORDINGLY. TOTAL CHANGE OF THREE LESS PARKING SPACES THAN IN LETTER OF REVISION 1. 3. THE PEDESTRIAN PATH ALONG ROLKIN ROAD IS RELOCATED ADJACENT TO THE CURB IN CERTAIN SECTIONS. NO CHANGES MADE EAST OF ROLKIN ROAD SITE ENTRANCE. 4. GRADING IS SLIGHTLY REVISED ALONG THE NEW PEDESTRIAN PATH WHERE THERE WAS ONCE A DITCH SPECIFIED. 5. NOTE. UPON COMPLETION OF PATH, ITS LOCATION MUST BE SURVEYED AND A 6 FT ACCESS EASEMENT MUST BE RECORDED AROUND ITS EXACT LOCATION. 6. STAIRS NEAR BUILDING WERE RELOCATED FURTHER UP HANSEN ROAD. A STEEL GRATE IS NOW SPECIFIED TO COVER THE CG-6 AT THE TOP OF THE STAIRS. 7. SANITARY LATERAL FROM CHURCH RELOCATED. 8. STORM STRUCTURE Al MOVED DOWN HANSEN ROAD APPROXIMATELY 50 FT. 9. A RETAINING WALL (MAX. HEIGHT 5.5 FT) WAS ADDED NEAR THE CHURCH BUILDING ALONG HANSEN ROAD. 10. LANDSCAPING ISLAND IN LOOPED DROP OFF AREA REMOVED. ONE TREE AND TEN SHRUBS WERE RELOCATED TO THE SLOPED AREA BETWEEN THE DROP OFF LOOP x. GiantPntps-1-6 AND THE PARKING AREA EAST OF IT. # 11. ONE ADDITIONAL STAIR ADDED ALONG SIDEWALK AT TOP OF LOOPED DROP OFF AREA. 12 SIDEWALK AROUND LOOPED DROP OFF AREA EXTENDED TO EASTERN PARKING ELEPHONE o�wY v JUS M. SHIMP Y Lc .45183 wqr o��s`SIONAL 8 R / LOT. ,.PEDESTALS 13. SIDEWALK EXTENSION CAUSED RELOCATION OF TWO SHRUBS OTRANSRORM 24. ' 14. NEW BOLLARDS ADDED ALONG STAIRS LEADING TO CHURCH FROM ROLKIN ROAD. 180, 1 ��. 15. SIX STREET TREES ALONG ROLKIN ROAD WERE RELOCATED BEHIND THE / �0 C ADJUSTED PEDESTRIAN PATH. ' (D) Q C) A ° SX 0� C O v Co 1 ° N OTC' PAN • v o " x TCo WO C SPACES Co CD R7-8 SI NS ° 1 RATED. KEEP -OWE 28 ris rs / A2 °� CN SPACE AND STRIP ELECTRIC 0.5 e ch A2 THE T '/ TWO NEW HC SPACES TR xz a Tran ormer pad A IN PLACE OF THREE /MUTC �'A ° 9xl8 SPACES 3' Separatio P R _ D� ADD CG-12 RAMP & Between Walls rop off area 7- SIG TELEPHONE / PEDESTAL 42" handrails on all retaining walls. ` _5. 0' g 0' 10'x18' concreted O ADDITION 0 32.0' 9 5' dumpster pad STAIR TO MATCH O w eWavemIl lent w/ enclosure ss, t � STAIRS ACROSS 8 0FS / 8 J °W 10.01 ELL urcD -s 78� R7-8B PLACARD' C 9ii► ZFZ Co W / � 0) rl'� i� 2 0' Sm por Z MUTC ` Crete 110. p° ��2 9 R o 30 - 9'xl 8' G xterior Terrace R7-8 parking spaces®® 2 .0 1, 743 SF SR o oes N / D1 Of w/ C V •, � � . s s 3' R 3 R o 5.5' - 'Q 0 ®� R 30 - 9'x18' parking spaces 8� 2 Max 00 o- / ' 11, 313 SF wall height 9.0' 8.0' / o 11 g� LOWER 4' Separatio o - 12.5'R / 5,059 4 SF MAIN Between Walls ��� rop off rea d a 4 5 X , 15.0' 28 SF MEZZANINE o ° Stop Bar (Typ / L x4 IN: 49 OUT: 4 0 N: 496. N: 491.4 UT: 491. - CCr A l NEW 6' CLASS A TYPE 1 - LOW M TENAt�CE PEDESTRIAN PATH PER B. CO. STANDARDS AND DESIGN MANUUj REVISED L ATION ADJACENT RB IN SOME ARE 246 SF GFq / Area Playground 6 5 5 WALK EXTENDED > � 9 0' CG 2 e c4 N N w �. � � / / / -�o 12' C ist in P ace / CURB ISLAND +ONE �® C ncrete Wall LOCATION 0 ADDED PROXIMATEWAY SIGNS REMOVED ® b 36 - 9 x18' parking spaces `��A Se�b�c� a� / Z O BOLLARDS 0 tr> � � , • � � o� 0u��a\rg ood � x�e / U c 91 18 �- ' r� 5 / o � Se Uj --------- .. R 0 13 rise / / W ® 0.5' each B' 0 O O42 a rai s 2 risers 0.5' each / ac' � E2 / � O 75.3 4 han ails _IN: 481:93 xs _ / ROSSWALK _ _ _ _ _ �r 3'R OUT: 1.03 / oft 478.95Uj W m N J • 20. �o zo EX. EDGE OF PAV / IN: 488.76 Concret 146 - 9'x20' parking spaces IN: 492.23 � OUT: 488.66 o CG-12 p g p OUT: 484.43 / W N I SPEED LIMIT 25 MPH Road width'- J (min. 20' required) 4s CD 40 3o Date X3 , a - CG6 - ---- 06 08 20 OUT: 496.5 See Road Section Scale Detail 6/C15 1 "= 30' 8 ROAD IMPROVEMENTS TO REMAIN Sheet No. WITHIN 50' ACCESS EASEMENT 30 0 30 60 90 C2 OF 4 File No. SCALE: 1 " = 30' 16.025 0 mow, N 0 z N / Z Z 'I J � I/ W °I a(n WITS OF FIELD SURVEYED TOPOGRAPHY I � o A W Q (nW \� J IN 3.07 I J 0 T 522.8 I I\ z W it w \ J W NQ z ,TREE PROTECTION FENCING 0) 0 I \ \ ETAINING WALL A 530 1 MAX. HEIGHT 6' T IN MANAGED SLOPES AREA / 31.1 o h I IU JUS M. SHINM /\ \ w L c .45183 .59 �o� x. GiontPntps-1-6 `'�� �� '� �`�`SIONAL VI \GAS \ \ \ \ 5.5 ' \ � w CA �/ . ELF -PH � 16 RISERS ®0. ITH 42" - w\� /� I �� G�/ / PE STAL DRAILS / 1.67 1��/ / �7 �� ADD STEEL PLATE OVER CG-6 I 1 q II I I /Gp / �ELE T / / FOR PEDESTRIAN ACCESS I I \ ,-TRq I I � 30.8� I q/ 4 I � � � � \\ �S G�/ / � � R \ I 0. I w °es�� / \'M 2. / / / / / 0 STRUCTURE Al RELOCATED q \ 3 48 / /G� �_e / � s APPROXIMATELY 50' DOWN 5.6 HANSEN ROAD 520 .4b--GAS-GAS- GAS -GAS - nil I �GAS GAS -�s-°'S- / Y ti � / 5+s ' cAs - GAS - cAs - GAS - GAS - GAS - GAS - GAS - � / � i � � / � � / / sxi 30.0 w�� � \G GAS-GAS�GAS�GAS- '' / i 5 .80 "S\--GAS-G�GAs-GAS-GAS-GAS-GAS- - 1 Ex. Gi tPnt TCD�A8 S s _ p R OCT�[4 KE �N / 8. HC SFACEI'AND TRI THE ES ETAINING WALL B MAX.- RETAINING WALL I - �, h 1 i I I ELECTRIC ; �� , �'/ TREE PROTECTION G, ; X � MAX HEIGHT 5.5' ' � � % � � I A3 OI6 I T TWO NEW HC SPACES/i,,/ � / / / o \ 31. 3IN PLACE OF THREE �- �_ / / I o X 9xl 8 SPACES - , ��j _ M HEIG / / / / I - i , IN GED -ES �G D / x \ � • ADD CG-12 RAMP & G �- � - / 29.85 \ 1,OX UT R7- SIG TEL�ONE 0:u - 512.0 \ ADDITION OF ONE _ _ _ - / - • 1 0 5��� - \ /� STAIR TO MATCH -- _--- ETAINING WALL MAX. HEI�'H-T - E HEIGHT 9 - _ IN MANAaa -SLOPESAREA / O �• 29.P5 ssi "`�- - 1 STAIRS ACROSS - Fs ------------ �i ��/ / 1,Lp �W1�� $•o� 6� ' a 5 TRAVELWAY 1 / W3 o N 2 °30 - - onas . a x TW36.5 - XQ - �i+ \�\ \ w / --- 28. . o0 4 w _ ANITARY SLATERAL'�,x� \_ \ � 02. A s �9 �! RELOCATED � 10 v 8.6 x� s � 28 �T �2� / ' �� / TREE PROTECTION FENCI ELECTRI \ 2 � / TRANSFORMER ` I BW18.0 - 1 R RMER I. 1 313 �OVI/ER , .09< � � � � /� � � i � � Z/ / --- , - / vv ,874 S ,P59 9 MAIN � - �6e / /� / /0 F 2\MEZZANIN LL 8' 46 SF 22 LF, 5•5 " WALK EXT M a ' APPROXIMATE Y i I SIGN LOCAII / \ � a o - - - - - - - -- --- ' I / LL504 49 9.5 OUT:4 0 _ 48 / S MANAGED - RET WALL - _ - 26 OUT: 1.03 I I I -(TYP•J, . 478.95 W N: 491.4 o �o.' �-�� � - / / \ UT. 491. 3 / zo J CG-" � IN: 88.76 / IN: 492.23 � OU . 488.66 OUT: 484.43 , / �/ , W % NEW 6' C ASS A TY J 1 -LOW ` ` � SPEED LIMIT 25 MPH � � ) �� M TEN NCE PEDES RIAN PATH v v PER CO. STANDARDS AND 46 \ �� - - 30 ✓ / / Date DESIGN MANUAL X3 _ - _ a _ • - �� /- 06 08 20 REVISED L TION ADJACENT T �- _-----_------- _ RB-FN�pME ARE OUT: _496 �8 _-------------- Scale ----- 1 "= 30' -- ------------------------- --�- Sheet No. 30 0 30 60 90 C 3 0 F 4 File No. SCALE: 1 " = 30' 16.025 I I I I •I i � I I I I I I I I I I 1 II I I I I I 1� I / \ EE PROTECTION FENCING / W / • d I I 12 \ \ 16 RISERS ® 0.5' WITH 42" HANDRAILS 3 �I ADD STEEL PLATE OVER CG-6 w q I FOR PEDESTRIAN ACCESS / I �. W I / M PROPOSED LANDSCAPE SCHEDULE Plant Min. Total CaSFpy Total Plan Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) Canopy Reference in 10 Yrs SF Large Deciduous Tree Quercus alba White Oak 2.5" 25 22 243 6075 Large Deciduous Tree Quercus bicolor Swamp White Oak 2,5" 25 20 299 7475 } Large Deciduous Tree Fogus grandifolia American Beech 2.5" 4 20 227 908 Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 2.5" 8 20 397 3176 J American Large Deciduous Tree Ulmus am Elm'Valleycvs. 'Valley Forge' 2.5 9 15 397 3573 Large Deciduous Tree Liquidambor styrocifluo Sweetgum 2.5" 8 15 249 1992 Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 3-4' Ht. 12 14 54 648 Broadleaf Evergreen Juniperus virginiona Eastern Redcedar 3-4' Ht. 12 14 16 192 Broadleaf Evergreen Pinus strobus White Pine 2.5" 26 24 118 3068 Evergreen Tree Tsuga canadensis Eastern Hemlock 2.5" 5 10 16 80 GM Small Flowering Tree Magnolia vir iniona 9 9 Sweet Bay Magnolia Magnolia 6' 26 10 113 2938 Small Flowering Tree Cersis canadensis Eastern Redbud 6' 15 10 124 1860 Broadleaf Evergreen Shrub Magnolia grandiflora Little Gem 6' 60 22 82 4920 Little Gem' Magnolia O Broadleaf Evergreen Shrub Myrica penslyvanica Northern Bayberry 24" Ht. 60 3 18 1080 Broadleaf Evergreen Shrub Ilex vomitoria Youpon Holly 24" Ht. 60 3 16 960 Deciduous Shrub Fathergillo gardenii Dwarf Fathergilla 24" Ht. 60 0 Low Maintenance Ground Cover 1 Southeast Native Grass Seed Mix .866ac 0 Low Maintenance Ground Cover 2 Southeast Wildflower Seed Mix 101b TOTAL SF: 38945 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 267,535 SF x 10% = 26,754 SF CANOPY REQUIRED: 26,754 SF CANOPY PROVIDED: 38,945 SF CANOPY PROVIDED STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD HANSEN RD — 396 LF/40 = 10 ROLKIN RD — 1,320 LF/40 = 33 ROLKIN RD (OFF PROPERTY) — 428 LF/40 = 11 REQUIRED 54 LARGE SHADE TREES PROVIDED 54 LARGE SHADE TREES 11 ALONG HANSEN RD & 45 ALONG ROLKIN RD. NOTE: TREES OCCASIONALLY NOT 40' O.C. DUE TO SITE RESTRAINTS SUCH AS 'SIGHT DISTANCE TRIANGLE' AND EASEMENTS. THREE PRESERVED TREES ALONG ROLKIN COUNTED TOWARD STREET TREE CALCULATION. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 46,281 SF X .05 = 2,314.05 SF REQUIRED 2,314.05 SF OF LANDSCAPED AREA PROVIDED: 9,106 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 160 PARKING SPACES (16 / 10 = 16) REQUIRED 16 LARGE SHADE TREES PR0VIDED:16 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING & AND RETAINING WALLS NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 5. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 6. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 7. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: ' • LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. — PLANTING GUIDE 'AMERICUS'INDIANGRASS Sorghastrum nutans USDA—NRCS Jimmy Carter PMC Americus, Georgia SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds: • Kentucky 31 Fescue (Festuca arundinacea) — 100 lb/acre, Red Top Grass (Agrostis gigantea) — 20 Ib/acre,Virginia , Wildrye (Elymus virginicus) — 20 lb/acre, Little Bluestem Grass (Schizachyrium scoparium) — 20 lb/acre, Purpletop (Tridens flavus) — 20 lb/acre, and Broomsedge (Andropogon virginicus) — 20 lb/acre, Indian Grass (Sorghastrum nutans) — 20 lb/acre. SOUTHEAST WILDFLOWER SEED MIX AMERICAN MEADOWS INC. —The mixture includes: F MAP 1 7 _ I R �'/ �;� ► `tl+�r' � '� �"_- �� �� �`�i�i Ili' � •� ';��. �- \ �/�� \:/ \ \ -- \ / / ri.- VIA I W.R. 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