HomeMy WebLinkAboutARB200200153 Plan - Approved 2003-05-09--''--` r,�� 8/ / //����
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LIMITS OF OPEN
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NOTE:
SEE ARCH. DRAWINGS
FOR SPECIFIC LOCATION
OF PADS RELATIVE TO
BUILDING CORNERS
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CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301Eao High Stree
Charlottesville, VAO28O2
434-979-7522
www.mox000emou.00m
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights |nthese drawings. All ideas,
designs, sections, details, and plans are the
property ofMcKee Carson and Field Sport
Concepts, Ltd. These plans are not tnbn
reproduced, changed, orcopied inany form
urmanner whatsoever, nor are they Vobo
assigned ioany third party without first
obtaining the express permission and consent
ofeither McKee Carson orField Sport
Concepts, Ltd.
4.4
Revisions:
I.11/22/02ACSA/COCCDyDYENTS
2.Ul/31/O3C000MMENTS
3.03/2I/03CL INFO ' ACCESS EASE.
5.05/08/03 PLANNING COMMENT .,
Date:
08/28/02
Project No.:
0204
Designed:
mow
Checked:
MEK
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INLET PROTECTION Tt'O \
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BE ADDED: TO ALL YARD
DRAINS IMMEDIATELY 1`•( t. ;,,ti ��' ,}, t�, f�� A`� s' `',�'��
AFTER INSTALLATION.'
BUILD T
PROPOSED RETAINING WtALI '` ' a '' AND WE
TO CT A TEMPORARY' 1 kl IP t j IF' AS SEDI
A S ` I, r i� \ } F, w&: r; ( n xV FILTER
A
DIVERSION DIKE fd NEW' 1 � 1_ H P
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GLENORCHY
P'J'P' 250
64
STATE FARM
BLVD. (S.R. 1117)
SOIL
72C3
PANTOPS All TN
PLACE
OF THE 8L UE RIDGE
qOG
Notes
1, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 9 ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE
AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN
IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY.
STABILIZED FROM FURTHER EROSION.
2.
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS
10.
SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE
NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED MAINTENANCE
LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION: SEDIMENT
AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA
SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE
EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED.
CULVERTS,
3.
EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER
11.
EXISTING VEGETATION: MIX OF WOODED AND OPEN GRASSY AREAS
EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL.
12.
A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF
4.
PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED
VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1,5" FOR ADEQUATE CONSTANT
AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE.
PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN
ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER
APPROVED SETTLING AREA TO REMOVE SEDIMENT, ALL SEDIMENT SHALL BE
THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION
PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES,
ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR,
13,
THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA
IS STABILIZED AND/OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL,
5,
SURFACE ROUGHENING (E&S STD, & SPEC, 3.29) SHALL BE PROVIDED ON ALL SLOPES
GREATER THAN 3:1.
14.
SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND/OR THE ALBEMARLE
COUNTY ESC OFFICER APPROVES REMOVAL,
6.
NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE
EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE
15.
CONTRACTOR SHALL COORDINATE INSTALLATION OF EROSION & SEDIMENT CONTROL
OF A GRADING PERMIT.
MEASURES AND ASSOCIATED GRADING WITH PHASE ONE WORK AND CONTRACTOR TO
ENSURE CONTINUOS COMPLIANCE OF BOTH SITES.
7.
THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND
SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING
16.
TREE PROTECTION MEASURES FOR PHASE 1 TO REMAIN IN PLACE, FOR PHASE 1, WHERE
STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN
TREES ARE PROXIMATE TO PHASE 2 WORK LIMITS, TREE PROTECTION TO INCLUDE BOARD
CIRCULATION AREAS AND ENVIRONMENTAL QUALITY.
PERIMETER FENCING AS WELL AS TRUNK ARMORING: SEE SHEET 18,
le
8.
THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS
17.
ANY EXCESS EXCAVATED MATERIAL SHALL BE EXPORTED TO A SITE WITH A CURRENTLY
AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC
APPROVED EROSION AND SEDIMENT CONTROL PLAN.
OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS,
ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS
18,
ISSUANCE OF A BUILDING PERMIT IS CONTINGENT UPON CONSTRUCTION
ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES.
THE PHASE 1 POND AND PORTION OF PHASE 1 STORM SEWER SYSTEM NEEDED
TO CONVEY_ PHASE 2 STORM ,RUNOFF TO THE POND,
THIS SHEET FOR EROSION AND
ti SEDIMENT CONTROL PURPOSES ONLY
Scale 1"-40' Contour Interval=2'
•pd sy/F � ���^..
} 0 40 80 160
D.A. = 0.44 AC
I IMIT.,,, nF (;I FARIN(,
f
SOIL
79B
4
i
AWES TMINS TER — CA N TER3 UR Y
l = OF THE 8L UE RIDGE
f
SOIL
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15' CONSERVA TION
Let-rendLet-rend
EASMEAIT, TYP.
anTES:
CONSTRUCTION ENTRANCE 00,99,
1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE
E. & S. STD. & SPEC: NO. 3,02 SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE
PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS
CONSTRUCTION ROAD STABILIZATION IN TERMS OF PLANT SURVIVABILITY. l,' ` _
\ r O O
-r
E. & S. STD, & SPEC, NO, 3.03 ' % CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY
PLANT DAMAGE EXPOSED BY, OR INCURRED DURING,
SILT FENCE WALL INSTALLATION PROCESS:
�F E. & S. STD. & SPEC, NO. 3.05 — X—
;. DRIP LINE WILL EXTEND PAST FACE OF WALL.o,1^ro
SP STORM DRAIN INLET PROTECTION PRIOR TO WALL INSTALLATION ION TRENCHING SHALL _
E. & S. STD, & SPEC. NO, 3.07 ® OCCUR, ANY ROOTS PENETRATING BEYOND THE
WALL LOCATION AND/OR DAMAGED IN THIS p Z*
PREVIOUS PROCESS SHALL BIE TRIMMED WITH
OUTLET PROTECTION CHAINSAW: CONTRACTOR SHALL NOT USE cs
Q� E, & S. STD, &SPEC: NO. 3.18 BACKHOE. �jao w ` ;�
-i-® TOPSOILING .f® SEE SHEETS 4 & 6 FOR WALL HEIGHT.>I� �
E. & S, STD. & SPEC. NO, 3.30
f,Q NO CONSTRUCTION ACTIVITY OR MATERIAL
STORAGE SHALL OCCUR WITHIN THE EXISTING
TEMPORARY SEEDING DRIPLINE: THE MINIMUM EXCAVATION FOR WALLr���/�
T E. & S. STD, & SPEC, NO, 3.31 T CONSTRUCTION SHALL BE 6'. P /�
61
�S PERMANENT SEEDING
E. & S. STD, & SPEC, NO. 3.32
MULCHING
E. & S. STD: & SPEC. NO. 3.35
SOILS TABILIZATION BLANKETS & MATTING
E. & S. STD: & SPEC, NO, 3.36
�1
C\`../' TREE PRESERVATION AND PROTECTION
TP E. & S. STD: & SPEC. NO, 3.3$
DUST CONTROL �y
E. & S. STD, & SPEC. NO, 3.39
�l.
EX. GRADE
WcKEE GaRS*N_
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Spoil Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd,
ReNrisions:
1,11/22/02 CO COMMENTS
5.05/08/03 PLANNING COMMENTS
Scale:
1" = 40'
Date:
8/28/02
Project No.:
0204
Designed:
JDB
Checked:
�
MEK
e
amza9i�1�'i�.saa
�
Sheet No.:
SECTION
N.T.S.
Of: 19
NOTES
1 NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE
SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE
PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS
IN TERMS OF PLANT SURVIVABILITY
2 CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF AN�Q�,��\�� ��Jk�,1,
PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, � -�-J1b
WALL INSTALLATION PROCESS a � r; '�c r,f.�
3. DRIP LINE WILL EXTEND PAST FACE OF WALL o^ a2� \? �� ,,v�A,
4 PRIOR TO WALL INSTALLATION TRENCHING SHALL <4� ` c^ `� �4 �.)
OCCUR ANY ROOTS PENETRATING BEYOND THE c ` ,'L Ccc'
WALL LOCATION AND/OR DAMAGED IN THIS F. �"
PREVIOUS PROCESS SHALL BE TRIMMED WITH �.r' o
CHAINSAW CONTRACTOR SHALL NOT USE =v ,� - ��66 0`'f c
BACKHOE ?� o �o� .„.4�•
5 SEE SHEETS 4 & 6 FOR DETAIL REFERENCE �> n ` �-�1� A , -96�_` iir..,�- \�S
AND WALL HEIGHT q�_ (� ` `` , 2
6 NO CONSTRUCTION ACTIVITY OR MATERIAL Z�,-e �•— G 5,< A - -;r
STORAGE SHALL OCCUR WITHIN THE EXISTING —� o-b �,, 4 \ ``',�'�
DRIPLINE THE MINIMUM EXCAVATION FOR WALL A I;. 1 ice` '^ /�' �;,
CONSTRUCTION SHALL BE 6' S�`-c - 0_7 -4'�'-_ , L
yr \G J . r LP
r^S
.7c;;47-
-n— It t`
'VJ\
\'
_ _ 1)
PROPOSED CONCRETE '
RETAINING WALL I i
(CD 7' +/-
\ /\ / / 'r� TO CENTER OF TREE
EX GRADE
\=I)II)`I)I1)`I)II)`II{)�` I)`III))`II ))`IH1)`
TREE WELL DETAIL
0 SECTION 0
/� N T S