HomeMy WebLinkAboutSUB202000082 Plan - Submittal (First) Road Plan and Comps. 2020-04-17S
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SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWU.S. ROUTE 29 SEMINOLE TRAIL(VARIABLE WIDTH)STELLA LANEFUTURE ROAD EXTENSION77' PUBLIC R/WFLORA LANEPROPOSED PUBLIC ROAD49' PUBLIC R/WKOCH COURTPROPOSED PUBLIC ROAD49' PUBLIC R/WFO
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/WFLORA LANEPROPOSED PUBLIC ROAD49' PUBLIC R/WARCHER LANE
PROPOSED PUBLIC ROAD
VAR. WIDTH PUBLIC R/W
LOT 42LOT 12LOT 56LOT 22LOT 23LOT 38LOT 49LOT 44LOT 84LOT 85LOT 13LOT 16LOT 17LOT 14LOT 15LOT 18LOT 20LOT 4LOT 19LOT 5LOT 1LOT 2LOT 21LOT 3LOT 7LOT 9LOT 6LOT 8LOT 26LOT 11LOT 24LOT 10LOT 28LOT 25LOT 27LOT 29LOT 30LOT 31LOT 33LOT 32LOT 36LOT 34LOT 40LOT 37LOT41LOT 39LOT 45LOT 43LOT 50LOT 47LOT 48LOT 52LOT 46LOT 53LOT 51LOT 54LOT 57LOT 55LOT 59LOT 58LOT 62LOT 61LOT 60LOT 64LOT 63LOT 66LOT 65LOT 73LOT 67LOT 68LOT 69LOT 77LOT 70LOT 71LOT 35LOT 72LOT 80LOT 74LOT 75LOT 76LOT 79LOT 78LOT 81LOT 83LOT 82RECREATIONAREAPLAZA/MEETINGAREASPORTCOURTFLORACOURTPROPOSED PRIVATE ROAD49' PRIVATE R/WSTELLA LANEPROPOSED PUBLIC ROAD77' PUBLIC R/WEXTENSION OF STELLA LANE TO ASHWOODBOULEVARD TO BE COMPLETED (UNDER ASEPARATE SET OF PLANS) IN ACCORDANCEWITH THE APPROVED BROOKHILL PROFFERS.OPEN SPACECOURTYARDOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEPROPOSED GREENWAYPROPOSED GREENWAYPROPOSED GREENWAYPROPOSED GREENWAYPROPOSED ROUTE 29 BUFFER100' WIDE BUFFER(70' NATURAL UNDISTURBED BUFFER +30' PLANTED/REFORESTED BUFFER)70' WIDE NATURAL UNDISTURBED BUFFER30' WIDE PLANTED/REFORESTED BUFFER
FUTURE ROAD EXTENSION(UNDER DIFFERENT SET OF PLANS)COVER1"=100'1OWNERS: TMP 04600-00-00-019B4CROCKETT CORPORATIONC/O HAUGH & HELVIN435 PARK STCHARLOTTESVILLE, VA 22901DEVELOPER: RIVERBEND DEVELOPMENT, INC.455 SECOND STREET SE, SUITE 400CHARLOTTESVILLE, VA 22903ENGINEER:COLLINS ENGINEERING200 GARRETT ST, SUITE KCHARLOTTESVILLE, VA 22902TAX MAP:04600-00-00-019B4D.B. 5011, PG. 170162.75 ACRESZONING:NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITHPROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019)THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT.ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGEDAND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH)ZONING DISTRICT.NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TOALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH).THE SP WAS APPROVED ON NOVEMBER 9, 2016 BY BOS WITH CONDITIONS.TOTAL PROJECT AREA: 04600-00-00-019B4 - 162.75 AC. (PORTION OF)BLOCK 9 - 10.99 ACBLOCK 10 - 9.66 ACBLOCK 11 - 13.91 ACTOTAL = 34.56 ACPROPOSED USE:85 TOWNHOUSE (VILLA) UNITSALLOWABLE DENSITY: BLOCK 9: 19 UNITS (MIN.) TO 57 UNITS (MAX.)BLOCK 10: 9 UNITS (MIN.) TO 27 UNITS (MAX.)BLOCK 11: 11 UNITS (MIN.) TO 53 UNITS (MAX.)PROPOSED DENSITY: BLOCK 9: 33 UNITSBLOCK 10: 24 UNITSBLOCK 11: 28 UNITSREQUIRED SPACE:OPEN SPACE PROVIDED:BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT.MAXIMUM - 3 STORIES / 40 FEETSETBACKS:NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK 19FRONT SETBACK: 8' MIN. & 25' MAX.PORCH SETBACK: 5' MIN & 25' MAX.SIDE SETBACK: 5' MIN & NO MAX.SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX.REAR SETBACK: 10' MIN. & NO MAX.GARAGE SETBACKS: 18' MIN.SUBDIVISION STREETS: CURB & GUTTERWATERSHED:SOUTH FORK RIVANNA RIVERAGRICULTURAL/FORESTAL DISTRICT: NONETOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLNSURVEYING AND BELL LAND SURVEYS, JANUARY 2015.BOUNDARY INFORMATION WAS COMPILED BY LINCOLNSURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2019.DATUM:NAVD 1988EXISTING VEGETATION: MOSTLY WOODED.PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITSOF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS.LIGHTING:NO LIGHTING IS PROPOSED.PHASING:THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR A TOTAL OF(3) SEPARATE PHASES.RECREATION:UPLAND PARK (CIVIC SPACE #2)1. OUTDOOR PLAZA AND MEETING AREA2. TOT LOT PLAYGROUND AREA3.OPEN RECREATIONAL AREA4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT,TENNIS COURT, OR SPORT COURT5. MINIMUM 5 SPACES FOR PARKING6. TRAIL CONNECTION TO THE GREENWAY TRAILSPARKING:TWO (2) OFFSTREET PARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT.ONE (1) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED.85 UNITS / 4 = 22 PARKING SPACES REQUIRED22 ON STREET PARKING SPACES PROVIDEDBUILDING SITES:EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTSOF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.BURIAL SITES:NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCKAREAS.FLOODPLAIN:THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003C0280DDATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONEEXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERALDAM LOCATED UPSTREAM OF THE PROPERTY.LANDSCAPING:A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCEWITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES AREINCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREESEVERY 40' ALONG THE ROADWAYS.LAND AREAS:OPEN SPACE: 18.27 ACRES (54.6%)LOTS: 7.66 ACRES (22.9%)ROW DEDICATION: 7.51 ACRES (22.5%)PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 170,625 SFBUILDINGS, PATIOS/DECKS: 95,760 SFDRIVEWAYS: 37,800 SFAMENITIES: 7,150 SFTOTAL IMPERVIOUS AREAS: 311,335 SF (7.15 ACRES)RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING &DRAINAGE PLAN FOR WALL LOCATIONS.TRASH:EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.UTILITIES:ALBEMARLE COUNTY WATER & SEWERAFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVEDBROOKHILL PROFFERS. SEE SHEET 16.TOTAL PROPOSED UNITS: 85TOTAL PROPOSED AFFORDABLE UNITS: 13 UNITS OR CASH IN-LIEU OF AFFORDABLE UNITSNOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN-LIEU OPTION.SCALE: 1" = 2000'VICINITY MAP:SITEPOLO GROUNDS ROADASHWOODBLVDROU
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9RIO MILLSROADRIVANNA MAGISTERIAL DISTRICTALBEMARLE COUNTY, VIRGINIABROOKHILL - BLOCKS 9, 10, & 11ROAD PLANSheet List TableSheet NumberSheet Title1COVER2OVERALL MASTER PLAN468TOTAL SHEETS5910OVERALL BLOCK PLANLAYOUT PLANEXISTING CONDITIONSGRADING & DRAINAGE PLAN11121431GRADING & DRAINAGE PLANGRADING & DRAINAGE PLANROAD & WATERLINE PROFILESNOTES & DETAILS13NOTES & DETAILS36A5AUTILITY PLAN7LAYOUT & UTILITY PLAN15PROFFERSLAYOUT & UTILITY PLANCIVIC/PARK001.2 ACRESGREENWAY1.8 ACRES3.6 ACRES8.2 ACRESOPEN SPACE01.0 ACRES1.3 ACRESBUFFERS2.8 ACRES0.1 ACRES0TOTAL GREEN SPACE4.6 ACRES4.7 ACRES10.7 ACRESCIVIC/PARK001.10 ACRESGREENWAY2.47 ACRES3.94 ACRES8.66 ACRESOPEN SPACE0.95 ACRES0.92 ACRES0.54 ACRESBUFFERS2.49 ACRES0.30 ACRES0TOTAL GREEN SPACE5.91 ACRES5.16 ACRES10.30 ACRESSHEET LAYOUTSCALE: 1" = 100'LAYOUT PLANUTILITY PLANGRADING & DRAINAGE PLANPROFFERSB9B10B11B9B10B11REVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE BROOKHILL BLOCKS 9, 10, & 11- ROAD PLAN182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL4/17/2020
4/17/202001A1BROAD & WATERLINE PROFILESSANITARY SEWER PROFILESSANITARY SEWER PROFILESSTORM SEWER PROFILESSTORM SEWER PROFILESSTORM SEWER PROFILESDRAINAGE MAPDRAINAGE CALCULATIONSSIGHT DISTANCE PROFILESLANDSCAPING PLANLANDSCAPING PLANSIGHT DISTANCE PROFILES161718192021222324252627ROAD & WATERLINE PROFILESDRAINAGE CALCULATIONS2829
LOT
9
LOT
17LOT
18
LOT7
LOT
26
LOT
19
LOT
36
LOT
40
LOT4
LOT
25
LOT
27
LOT
73
LOT
78
LOT
80
LOT
79
LOT
84
LOT
85
LOT24
LOT
10
LOT
8
LOT
23
LOT
1
LOT
3
LOT
14
LOT
5
LOT
15
LOT
2
LOT
16
LOT
33
LOT
12
LOT
21
LOT13
LOT
22
LOT
20
LOT
11
LOT28
LOT
41
LOT
30
LOT34
LOT
31
LOT
32
LOT
42
LOT
44
LOT
29
LOT
39
LOT
45
LOT
37
LOT
35
LOT
43
LOT
47
LOT
38
LOT
57
LOT50
LOT
59
LOT
51
LOT
55
LOT46
LOT
49
LOT53
LOT
52
LOT
48
LOT
54
LOT
58
LOT
56
LOT
64
LOT60
LOT
72
LOT
62
LOT
68
LOT
61
LOT67
LOT
63
LOT
69
LOT
65
LOT
70
LOT66
LOT
83
LOT
76
LOT
75
LOT77
LOT
71
LOT
82
LOT81
LOT
74
LOT
6
ARCHER AVENUEFLORA LANEKOCH COURT
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E FLORA COURTFLORA LANEFLORA LANEREVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE BROOKHILL BLOCKS 9, 10, & 11- ROAD PLAN182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL4/17/2020
NOTES & DETAILSAS SHOWN13NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSEDTO BE STATE MAINTAINED:i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS.iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVEDBEFORE THE PAVEMENT STRUCTURE IS PLACED.v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TOPLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF APAVING COURSE AS SOON AS POSSIBLE.vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION.vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OFCONSTRUCTION TO SCHEDULE AN INSPECTION.viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THEDISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.TRIP GENERATION CALCULATIONSTRIP GENERATION BASED ON ITE TRIP GENERATIONMANUAL(8TH EDITION)85 TOWNHOUSE UNITS (CODE 230)ADT: 494 VPD (247 ENTER/ 247 EXIT)AM PEAK: 37 VPH (6 ENTER/ 31 EXIT)PM PEAK: 44 VPH (29 ENTER/ 15 EXIT)192 ADT163 ADT58 ADT139 ADT775 ADT11" (TYP.)SEE PAVEMENT CHARTFOR DEPTH OF EACHPAVEMENT COURSE775 ADT192 ADTNATIVE SOIL6" MINIMUM COMPACTEDLEVELING PADGRANULAR-BASELEVELING PAD TRENCHAPPROXIMATE LIMITS OF EXCAVATION2'Anchor™ Diamond®TYPICAL BASE PREPARATION(NOT TO SCALE)XWX® and ™ ANCHOR WALL SYSTEMS, INC.BEVELED UNITS10" MINIMUMEXTEND GEOSYNTHETIC REINFORCEMENTTO WITHIN 2 INCHES OF THE LOWER BLOCK FACE10" MINIMUMAnchor™ Diamond®REINFORCEMENT CONNECTION(NOT TO SCALE)XWX® and ™ ANCHOR WALL SYSTEMS, INC.Wos = WIDTH OF OVERSIZINGDe = DEPTH OF EXCAVATIONL = LENGTH OF GEOSYNTHETIC REINFORCEMENTWos = (2 * De) + L + 6"GEOSYNTHETIC REINFORCEMENT1111REINFORCEMENT LENGTH4" DRAIN TILE (ELEVATION VARIES)6" MINIMUM COMPACTEDGRANULAR LEVELING PADDeWos FINISHEDGRADE10.6°Anchor™ Diamond®1:1 EXCAVATION OVERSIZING(SCALE: 3/8"=1'-0")XWX® and ™ ANCHOR WALL SYSTEMS, INC.TRIP GENERATION1"=150'
REVISIONS
REVISION DESCRIPTIONDATE
JOB NO.SHEET NO.PROJECT
SHEET TITLESCALE BROOKHILL BLOCKS 9, 10, & 11- ROAD PLAN182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
INITIAL SUBMITTAL4/17/2020
NOTES & DETAILSN/A14ACSA GENERAL WATER & SEWER CONDITIONS1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTYSERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILLBE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK.2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THEPROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANSAND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THECONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALLUNDERGROUND LINES AND STRUCTURES, AS NECESSARY.3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THECURRENT EDITION OF THE GENERAL WATER AND SEWERCONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETICSURVEY.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISSUTILITY (1-800-552-7001).6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE &ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANTLINES, SERVICE LATERALS AND WATER LINES, ETC.7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATEDOUTSIDE OF ROADSIDE DITCHES.8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDEADEQUATE RESTRAINT FOR THE VALVE DURING A FUTUREEXTENSION OF THE LINE.9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THENO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVEJANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFEDRINKING WATER ACT).
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Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAI NT OR RIBBONAT A HEIGHT CLEARLY Vl SIBLE TO EQUIPMENT OPERA TORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THECONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTIONMATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLI NE OF TREESTO BE PRESERVED AND PROTECTED.
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATERMANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALLNOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREESTO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OFTREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HASBEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTYENGINEERING DEPARTMENT.
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE,TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST.
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
10.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSIONCONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
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IMITS OF GREENWAY I " I
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40 ft.
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PLANT SCHEDULE:
SYMBOL BOTANICAL NAME
CANOPY TREES
ASL ACER SACCHARUM 'LEGACY'
NS NYSSA SYLVA TI CA
UAP ULMUS AMERI CANA 'PRI NCETON'
QS QUERCUS SH UMARDII
UNDERSTORY TREES
COMMON NAME SIZE
LEGACY' SUGAR MAPLE 2-1/2" cal.
BLACK GUM 2-1/2" cal.
PRI NCETON' ELM 2-1/2" cal.
SHUMARD OAK 2-1/211 cal.
QUANTITY CANOPY
19 195
4 123
8 397
193 329
TOTAL
3705
492
3176
63497
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CFAS CORN US FLORIDA 'APPALACHIAN SPRI NG' APPALACH IAN SPRI NG' DOGWOOD IONAL � �
6' ht. 29 124 3596
6' ht. 28 124 3472
JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR z
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6' ht. 76 113 8588
PT PINUS TAEDA LOBLOLLY PINE en 4-5' ht,23 207 4761
SHRUBS
. , I GS I LEX GLAB RA 'SH AMROCK' SHAMROCK' I NKBERRY 24" mln . ·JGO JUNI PERUS V IRGI NIANA 'GREY OWL' GREY OWL' JUNIPER
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/./ PEROV Sl<IAATRIPLI CI FOLIA RUSSIAN SAGE
24" min.
24" min.
24" min.
389
264
264
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IMITS OF GREENWAY TOTAL 92247 I
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TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 411 CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED , lWISTED,
....,_ _____ GUVWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
-....., ______ 2"x2" HARDWOOD STAKES, ALIGN
TOP OF ST AKES
LANDSCAPING CALCS:
BLOCKS 9, 10, & 11
GREENWAY
BUFFERS WEST OF ARCHER AVENUE
TOTAL:
34.56 AC
-17.55AC
-2,17 AC
14,84AC
TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 14.84 AC
REQUIRED LANDSCAPING: 15% OF 14.84 AC= 2.23 AC
EXISTING TREE CANOPY TO REMAIN: 23,987 SF= 0.55 AC
PROPOSED LANDSCAPING: 92,247 SF= 2,12 AC
TOTAL: 2,67 AC
1992
FENCING AND ARMORJlVG
'-.... ...
TRIANGULAR BOARD
OF TREE FENCING
/ ,111 1/ -�-l I '1 I l ''
CORRECT TRUNK ARMORING
FENCE 3.38 Source: Va. DSWC Plate 3.38-2 III -401 Cowity of Albtmarle ConscrHlfi�n Plan Chccklht-To he placed on Limd�capc Plan� (Hmulbook, pp 111-284-111-297 for complttt sptdfic3tiom)
1 I hr follon ir: ilsm, shl'H bssh,ma oa lbs ulan· £:l Trccstc,b0saYcc1, � LinL1> ot' �karill!! (Qutsdc d.Lplu,.; ot-:rc�s tJ be rn1·cd). l!iJ LucaJL'll au,J ly_Jl' uf 111�•1-'dl' l' ll'lil<.111!, � Urnd� dung�1 Ie<:[lltrllJ& Loo ,veJ.Ls or Ymlb Ii:! l'rnpo,cd t1cnchi.11g cu nuudmg, LT yowl th� lmuts of ckmmg
1 l\farWny�: .li:J AL 11-,.;� l0 l>l' �ct\d �lrnll b.; rn1Jt.d ·,·:iLlL:;mrJ �-1 nl-L•mi:!l ub::.ghl d,JI!y vml>k ll' ..:qur;.,ml'Ll (p�rnlcn�.til )il• ;;1icimg ,lull b�grn w1ill Ut" II�e 11u.km;; hus L•es;,n lllF;.>��l.ood und cq:p1u1·�d by a CL>un,y l:1;p�(;il'r
3.Pn·-Con,kudion Conf,•rt•JIC('C.IW Jree pr¢se1Yan0n and prn((lclJ,m meas·.ues a;ha.11 be revtc\"\l'ed with the contractor on SL:e
4.l:gnlpment Operntlon ,md Stor9"e!K1 Hc><•:y �qui:nr c-11, ,,chimlrn Ir> nic ><rnl <lrn�ge of ccnslmd10n nmkn�ls nicludincJ "" I shall 1w be pc,rn11l1cd «-11 hin lhe :lriplir,�, or l1ccsw be &ave<:I
5.Soil Ero1ion and Storml'i'·ater Detention De'l"kes:� SL1d1 dovi,,�� tJrul.l :1,,1 ,1,l\�rndy �ff<'(;i l1��� l<J b� om<"-1
8.Proloch�e Fendng:0 Tree:, tc, k rctain�d \-\Jtl.1111 -10 k,·t ot" a prop0sccl buildin� c•r gralrnt, acttv1ty shall be _i10toctcd by foncrng
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9. Tr�e Welk � When tlJ.e :i;r:1JJ1d level ou;;t b� r:rised withir_ the drir:line of a ir;e tc, be rnved, ;:,, ireewe-.:. shall ·:,e -provided and a c:,nstruction detailsnbnittcd fo,· spprc,v�l
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