HomeMy WebLinkAboutSDP200600121 Plan - Approved 2007-05-30re -0
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GOLF COURSE CLUB HOUSE SITE PLAN
MINOR SITE PLAN AMENDMENT
6!EjVEW,4L YVOTL'S
1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS
2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING
ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
J. WOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
5. PRELIMINARY DESIGN OF THE PAVEMENT 57RUCTUR£ FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WIN THE CURRENT
EDI AIX: OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN RVRKSHEET
APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED
SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE.
6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY
LINES, WATERLINES ETC. , PRIOR TO CONSTRUCTION.
7 UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS SUBGRADES OR OTHER ROADWAY CONSTRUCTION PURPOSES
THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND MOT THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE GE07ECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE
WITH CURRENT WO SPECIFICATIONS.
8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13.
9. 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 WIN CURRENT MOT STANDARDS AND SPECIFICATIONS.
10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND *Or STAMP WILL BE REQUIRED ON ALL UNITS.
11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI).
!2. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT MOT STANDARDS RESIDENTIAL LOT
ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -I
PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO
BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER.
• MOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS THE SAW CUTTING REMOVAL
OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISANG CURB AND GUTTER.
CONTACT MOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION.
1J. THE DEVELOPER ;S RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS.
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/Olt FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
TO MOT P,i;JR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR
THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY 77 -IE RESIDENT ENGINEER.
75. CONTRACTOR SHALL VERIFY LOCATION AND ELENA TION 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. 1F THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISANG ANO/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR
LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS.
17 CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS POWER, TELEPHONE AND CABLE 7V SERVICE TRUNK LINES
18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR
TO THE PLACEMENT OF AGGREGATE BASE COURSE.
19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT MOT DESIGN CRITERIA OR WHEN
DITCH SLOPES ARE LESS THAN 0.75X WHERE DITCH SLOPES EXCEED 5.0,%THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND
SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WALE ACKNOWLEDGING THAT ADDITIONAL PAVED
DITCH LININGS MAY BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS PAVED
ROADSIDE DITCHES SHALL CONFORM TO MOT PG -2A STANDARDS AND SPECIFICATIONS.
20. MOT h ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM.
21. MOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL.
22. MOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE
BASE COURSE(S). CONTACT MOT FOR SUBORADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE
BASE COURSE(S).
2J A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RA 7E OF
0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER WO STANDARDS AND SPECIFICATIONS.
24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODA 7E FORECAST
WEATHER CONDI TIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
25. MOT SHALL HAW 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 MOT FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO MOT IN CONJUNCTION WITH FINAL PAVEMENT
DESIGNS ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION
OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA.
27. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE.
28. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING
OF THE SUBGRADE
29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO MOT FOR ALL MATERIALS AND BE IN ACCORDANCE WI7H
THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS.
30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL /NSTALLA TION AND/OR A4001FICA TION
Uf1DER AN ACCOUNT RECEIVABLE WITH MOT.
31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF
SUBGRADE INSPECTION.
32. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE
IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN MOT
MAINTAINED RIGHT OF WAY.
33. MOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT
DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE.
34. GRADE LINES ON PROFILES DEN07E FINISHED GRADE OF CENTER LINE OF ROAD.
35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS IMLL
BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION.
ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft.
37. WHERE A TYPE B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7,
THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET.
ALBEMARLE COUNTY,
VIRGINIA
WHITEHALL DISTRICT
R7� 697 CROZET
PROPOSZO
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TdlS BOLLARD
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CENTER CZNTZR
PROPOSED
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AVZNVE FUTURZ
SURD/FIS/ON
FVTVRE
DEVELOPMENT TO CHARLO MLLE
M� ' ESBOAPO Rte. 250
TO AOtOM
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/N�`RSr4 �.1\o�sy`Cf
VICINITY MAP
SCALE: 1" = 2,000'
THIS MINOR SITE PLAN AMENDMENT IS FOR•
1. REVISIONS TO THE LOCATION OF THE CLUBHOUSE BLDG.
2. REVISIONS TO THE SIDEWALKS AND CART STAGING AREA.
MARCH MOUNTAIN PROPERTIES L.L.C.
Owner & Developer
NOVEMBER 27, 2006
SHEET INDEX:
SHEET TITLE
SHEET NO.
COVER SHEET 1
SITE PLAN SHEET 2
LANDSCAPE PLAN Ll
APPROVALS
COLLINS ENGINEERING IS NOT
RESPONSIBLE OR LIABLE FOR ANY
CONSTRUCTION OR DAMAGES TO THIS
PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
�U'RRENT DEVELOPMENT: PLANNING AND ZONING
CURRENT DEVELOPMENT: ENGINEERING INCLUDES VDOT APPROVAL)
ARB
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
BUILDING OFFICIAL
ZONED: RA RURAL AREAS
MAP #'s: 05500-00-00-08300
No, 35791
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i. OWNER \DEVELOPER. MARCH MOUNTAIN PROPERTIES L.L.C. �l Z , // / " , r / I I I I I / I ; .. -- -- --- I 1__ '...., I
BEIGHTS DEVELOPMENT CORPORA77ON . / , 'r / 1 �,/ 1, / / I . 'l ��\, SCOTT R. COLUNS2.
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800 E. JEFFERSON STREET I " l/ I ''I 1 I / / U No. 35791 �t. 0
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CHARLOTTESVILLE, VIRGINIA 22902 ; ,It / // / I , 11 I - - - �_ / 1� I " '/, CNI
/ / / /I o ", I - - / 4 0 K I NAD 83 1 / -.6
TELEPHONE. (434) 245-0100/\ I 11
FAX: (434) 245-0300 ,I 1; , I // / I/ I , , I / I/ / "I lb, 0� �i ; I 11111/1 � IONAL 0;
CON TA C T- MR. GA YL ON BEIGHTS / ," " '. c
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2. ENGINEER: COLLINS ENGINEERING I ,/ I / "I 'I" I " I t/ " l / / / / / .
800 E. XFTERSON STREET ,,/,�"l I I /
CHARLOTTESVILLE, VA 22902 1 1 /, 1; ,I � �l 'I', / I - - - I I I � , 11 1/1 1 :3
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TELE,• (434) 987-1631 . I I .1 I / I \", " I I I - / i 1 f I
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CONTACT- MR. SCOTT COLLINS : I 11 I I .1 � 1! / / ", \ / I I'.; � ; .1 /I 11 6
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D. B. 2035, PG. 728 1 I I " I . I - r!. �, � . , . I ,-,I ,,2� 1 / / / PROPOSED CART PARKING,,- I\ �� 3�1_ I'll 1 " I D
MARCH MOUNTAIN PROPERTIES LLC I 11 / . 11 36' 1 -1 /. .i 0
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4. GPIN NO.: 421012905814 1 : , 11, . 7
5. ZONING : RA RURAL AREAS (SPECIAL US PERMIT) ',I I/ /, / 50' / I 1� PRopo56 DRIVEWAY I z r__
-
1: / "I I 1 ,- ." ACCESS FOR CATERING �� - f , - 0 IN
SP -02-16 I � � SETBACK ""', , D " 71,� 4 f / I I
,r' I- . 1; I I i - - I T 1',l ,,� 1, �l A I Z_j I
SP -02-79 . / If I/ I \ 60.7' \ '�l �l IRUCKS ,X / � ,-, ,f 7.- T /'_Y),!.ZJ ��_l 141-7 �
/ Il ; I ,v I'll, - I l -(ASPHALT TYP.) "� � , ; (A �2
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6. USE : GOLF COURSE DEVELOPMENT i "I J, " � ; � �l z V) c
, / / I I I - � 17136A \ ,, .1 z 0)
Z NUMBER OF BUILDINGS : 2 TOTAL I , 4' ICK I Z�ll ir 0 E
1; �. I : TYP. 1. I ,�l " *0
CLUBHOUSE: 6,850 SO. FT I I I ; j I ". " .1 z c
MAIN7ENACE BLDG. 7,488 SO. FT / 1 i I "I 0 0
I/ ; I I Il - "". \ , l , j M U; E
, �84 0
1 11 " �. '' 7 i � � �, / .1 -_ � C
I I 1� "i /f. ;',� "t, �,, ;� � � I P40POSED HAND. I ;l (A
EMPLOYEES: 10 . \
8. MAX. NUMBER OF E ) � I � - ; -a
NPL 0 YEES �,,�_/Y/ J: ., -1, _.�_� il \ E14TRANCE - - - _ I , m
9. PARKING SPACE REQUIRED: 82 (4xl8 HOLES + 10 EMPLOYEES) , I 11 � , / , : 43)
1 i/ , , ,f I
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I-1,61;.; 1_1 -, 1_�, l
! f ,,� , / , / � r , Y i , 1�1 I/ , a \ I'll I � 39.3' I- , . (n
, -, P ,, ��/ _ " ,,,, -, , I
10. PARKING SPACE PROVIDED: 90 / I, i � , 1, \.. - -- - - - - - 11 "/ `29'57"E
I )Y >
11. MAXIMUM STRUCTURE HEIGHT .35' 1 � I ` - I - - - ", I
- -_ -, ,. I 0
, i � 1, � - ''I-,, 71�L - PROPOSED HV . �_/ � ui Ln
12. BUILDING SMACK. ALL BUILDINGS ARE SET BACK GREATER " : � I ,� :3
: ! i \1 \ �l , -_ -_ '13, LOCATION. -AND - FROM- -COR. CONC. PAD /
THAN OR EQUAL T 1: , I I yJaw - -, - /� 6 1. J2'__ __, ! 11 ce -0
13. PARKING SETBACK.• 20' PARKING SETBACK ADJ. TO RESIDENTIAL OR RURAL DISTRICT i � � I 11, \ I- I,- I � . 1111111111 _-�_ - . ,"'ll \ /,tLEVATION=729.03 — z "I' 1; ; .2
t", k\ 1, 11 ( I'll 11 I __ll '. " " ! I 0
14. MAXIMUM HEIGHT OF PROPOSED RETAINING WALLS. 4' ABOVE GROUND I -1LANDSCAPE � . " 0 1 / It =
% I I . 0
! I / �, 'PLANT BED 14 I _._ ,,,i-`, " I ,
15. MAXIMUM AMOUNT OF IMPERVIOUS AREA: 2.59 AC � � , 11 � 11 ---,- I 11
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z : " . I �1� ------ - I - I/
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16. ALL AREAS INTENDED TO BE DEDICATED OR RESERVED FOR PUBLIC USE I / .? 'i 6 CONC. ,� .- � , " - . - I __
� I �� — I " Z ft�_._ " I j i I 11 ,/ :2
17. U77LI77ES.• SEWER: COUNTY SEWER - AVAILABLE ON THE S17E **PRIVATE SYSTEM . � ,I "I" PROPOS R PATH / ". DW I 11 '\,-728.--' - --- -i 0
1 � -1-
i \ 1� ".. - 7,34
' BRICK 13'
R.- I ,, T _r 6 - I
WA TE COUNTY WATER - AVAILABLE ON THE S17E I 1, I (ASPHALT TYP. - I I . - _ I
, - � � � . �, I
A --- - i z 'ID I
.- 11 � 1 3.
1� ..::.. - SDWK(I TF.) I ., -a
la DRAINAGE.• ROADSIDE DITCH & STORM SEWER11 1, \ _ ...... / '1� �,.� 11
I , . POSED R AIN
I � . _. 1-1
19. DRAINAGE DISTRICT- LICKINGHOLE DRAINAGE BASIN (WATER RESOURCE PR07EC77ON AREA) ; 11 1, •5
11 WALL ARO TlIN x i — _1�_ i .- �- -
. I — — I 0
20. WATERSHED. S. RIVANNA RESERVOIR - m,awlw mv ELEC. NSF MER "I ..,'- _1 0
- I \ _. � .
\ I'�, - z, EXISTtNG GOLF " I 04
\ 1, " �' 72' I I
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21. DRAINAGE- I \ 11 1, . .1 I 1, 0 1. . .EMPLOYEE PARKING - 1- - - -
i � 1, \. I I / .
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THIS SITE WILL CONTRIBUTE' TO A REGIONAL STORMWATER BASIN. COMPLIANCE I "I "\ 1,
___
- -1 1\ I I 1. I- . 'tI.4_1i_:_,_.,.l�j:4�f
I .. 1, .1�,� 732 . , .
WILL BE ACHIEVED THROUGH A PRO -RATA SHARE CONTRIBU77ON BASED ON � ", 12* 1. I., ; , , ", , . " , - - 6,-_ T
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THE INCREASE IN VOLUME AND VELOCITY OF THE STORMPATER. , , 1, � � i ��2 � I -1 I - - I -_
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Blo-RETEN7700V AREAS MAY BE U71L12LD ONSITE TO HELP ACHIEVE WATER
0 AN EXISTING FARM POND. 1, z I tilil
QUALITY COMPLIANCE. THE SI TF WILL DRAIN T 1, 1, - \ P40POSED HAN . I I I It � � /L_ , . 11 - I I I 1\ I ! I 0
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- TOPOGRAPHY PROVIDED LICENSED LAND SURVEYOR - � , / K ), � I � I q)
22. TOPO & SUR W Y BY LICE --- I - I, I -, - I I ",_ it��_ I '11� _ �
•
G. V "KIRK" HUGHES IN FEBRUARY OF 2001. ." - - ", , / \ L6F- "BAG - POSED. CG -2 �1! 4, f pit r i ,�i_, : I I i . I LLJ -.1
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11 "
5.50 +/- A C. I �� 11, \ - RGA KS -_ , i . 1 q !
11 1�1 I i Il
2J. ACREAGE (TOTAL).- I /_ ,� � I _
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,z) I \ 1� I ____ __ .6.1 - � I 1. �_ I ; f � I , i 0
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BuxaNGs.• a4l AC. (17, 858 S.F.) I , -, 1 -72 EXISTING DRIVE AISLE -_ I _ ! I I , 1 ;
I � I �, I - t i -- - ;
� 1, /\ "1 � - EXISTING'- CART PATH I . - I � \ ,,, ' --__ - -_ � - -:+- -.- _ ,, � -- --- - I I , I I I I 0
1 �� "'..""."""',, 11 I �.�_ - --.--.- � i !
0.23 AC. I (ASPHALT TYP.) - " j� L � it i I
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GOLF COURSE: I v c\V "I I ,:�, (ASPHALT EYP) I " _0 \�,/
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OPEN SPA CE.• 2.68 AC, (49X) 11\ �Z. 1\ , 1�. �l , I 1 1. I ;:, --_` I I- -1 26 \"t 1 4 i i
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CONCRETE. 0.75 AC. - q I .cb " - .\, I --, ; I ,- ,��', . lt� ll� i , �-/ - - � , \11 .1 - �., , I : t � � i
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GENERAL NOTES
1. PLANT MATERIAL SIZES ARE TO COMPLY W17H THE LATEST EDITION OF AMERICAN STANDARDS
FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
2. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL U77LI77ES PRIOR TO EXCAVATION. PRIOR TO
COMMENCING ANY Nt7RK, CONTACT Al/SS U77UTY AT 1-800-552-7001.
J. LANDSCAPE PLANTINGS AT ENTRANCES/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT
TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT THE
EN7RANCE/EXIT LOCATIONS
4. THE OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES 7HAT ARE REQUIRED PER
APPROVED LANDSCAPING PUNS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED
DURING THE NEXT PLAN77NG SEASON.
5. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLA77ON AND UN77L FINAL PROAECT
ACCEPTANCE. ANY PLANT MATERIAL W41CH DIE$ IS DAMAGED OR DISEASED, OR IS UNHEALTHY
AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTORS NEGLIGENCE SHALL
BE REPLACED IMMEDIATELY AT THE CONTRACTORS EXPENSE.
6. ALL PLANT MA7ERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE
CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR
TO BIDDING.
7. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCH17ECT AND
ALBEMARLE COUNTY PLANNING DEPARTMENT
8. AMEND TOPSOIL AS NEEDED FOR AZALEA AND RHODODENDRONS.
TREE CANOPY CALCULATIONS
A. GROSS SITE AREA: 245,505 SQ. FT.
B. AREA OF BUILDINGS 16,780 SQ. FT
AREA IN PARKING 52,000 SQ. FT
TOTAL = 68,780 SQ. FT.
C. ADJUSTED GROSS AREA:
245,505 SQ. FT. — 68,780 SQ. FT.=176,725 SQ. FT.
D. PERCENTAGE OF TREE COVER AREA REQUIRED FOR THE
ZONING DISTRICT: 10%=17,625 SQ. FTI
E. AREA WAS PREVIOUSLY 100% FARMLAND
INTERIOR PARKING CALCULATION
A. AREA IN PARKING 52,000 SQ. FT
B. PERCENTAGE OF TREE COVER AREA REQUIRED FOR THE
INTERIOR PARKING: 5%-2,600 SQ. FT.
E. TREE COVER PROVIDED:
7,500 SQ. FT. (14%)
❑ q111
El Ed F-1
LJ
STANDARD ORANGE VINYL OR PLAS71C CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD,
GALVANIZED STEEL, IRON OR THICK PVC PLAS77C), AT
LEAST 40" ABOVE FINISH GRADE W17H SPAN BETWEEN
POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH
POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE.
TREE PROTECTION FENCE (FOR USE FOR TREE MASSES)
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VDARD ORANGE
'L CONSTRUCTION
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Lyes*1
BAR STAKES
dPACT10N OF SOIL AROUND
EQUIPMENT.
-'. CAILNU rLIVUlt Iu uKrPLINE AT ALL POINTS (DRIPLINE
IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES)
TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES
NO SCALE
ROO WCtD RUMIll HOSE
ARBOR TAPE OR NTYON NEB WG
.2" HARDNOOD STAKE
- PLACE TCP W ROOT BALL 9-047LY
ABOVE GRADE
-MXCH AMSHREDDED HPOW
�DEPTH)
(DO NOT MUNCH AGAMLST
nWAW OF TREE)
-EARTH BERM ARO.NID BED
REMOVE SMWJG.%` NNE BURLAP
FROM TCP //J OF BALL
OM LMMMSnows D SNL
OTY
KEY
ALAW"47ER4L
82F
-
°
IYdlow Oaks
2-2.5' cal.
2'
0
Red Maples
2-25" col.
4-
O
Sugar Maples
2-25" cc/.
2. -
°
Southern Magnolia
7-8" cal.
24
Q
Cope Myrtles
6-8' cal.
15
Q
Robin Hollies
5-6' col.
46
0
Schip Laurel
18-24' col.
43
Otto LuAens Laurel
18-24" col.
75
0
Boxwood Green Velvet
18-21" col.
138
0
Boxwood Green Mound
15-18" col.
200
WHIT
Liriope Muscari Big Blue'
1 qt. cont.
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PLACE TOP OF ROOT BALL SIGHTLY
ABOVE GRADE
S ITEADED HAROROW
WXCH (ABN. 4• DEPTH)
(DO NOT AR1LCH AGAINST
TRUNK OF TREE)
EARTH BERM AROWNp BALE.
REMOVE BURLAP FROM
IOP 0 OF BALL
-�—Q9GNAL SOY. AMEND AS
RECIARED
NOTE: AEVIN OUT
MANY LEADER
REMOVE BURLAP FROM
TOP 1/2!` OF BALL
REMOIE BURLAP FROM
TOP 1/3 OF BALL
EARTH BERM AROUND BED
—117
—�S`,REDDED HARD100012 MACH
DEPTH)
,• NOT w a
SOU. AAMEND AS REQU#117
UNMRAMW SOIL
REWW ALL DEAD. BRCXEh,
DISEASED
SHRUB PLAN77NG DETAIL
NO SCALE
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